From: <Saved by Windows Internet Explorer 7>
Subject: Salt Water Intrusion Meeting website
Date: Sat, 14 Apr 2007 15:13:10 -0600
MIME-Version: 1.0
Content-Type: multipart/related;
	type="multipart/alternative";
	boundary="----=_NextPart_000_0000_01C77EA7.6A1F68B0"
X-MimeOLE: Produced By Microsoft MimeOLE V6.00.2900.3028

This is a multi-part message in MIME format.

------=_NextPart_000_0000_01C77EA7.6A1F68B0
Content-Type: application/octet-stream
Content-Transfer-Encoding: base64
Content-Location: http://www.ditunica.it/pagefiles/swimswica_header_750x180.png
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------=_NextPart_000_0000_01C77EA7.6A1F68B0
Content-Type: application/octet-stream
Content-Transfer-Encoding: base64
Content-Location: http://www.ditunica.it/images/tecnickcom/poweredby.png
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------=_NextPart_000_0000_01C77EA7.6A1F68B0
Content-Type: application/octet-stream
Content-Transfer-Encoding: base64
Content-Location: http://www.ditunica.it/pagefiles/w3c_xhtml10_88x31.png
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------=_NextPart_000_0000_01C77EA7.6A1F68B0
Content-Type: application/octet-stream
Content-Transfer-Encoding: base64
Content-Location: http://www.ditunica.it/pagefiles/w3c_css_88x31.png
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------=_NextPart_000_0000_01C77EA7.6A1F68B0
Content-Type: text/css;
	charset="iso-8859-1"
Content-Transfer-Encoding: quoted-printable
Content-Location: http://www.ditunica.it/public/styles/swimswica.css

* {
	FONT-FAMILY: Arial, Helvetica, sans-serif
}
BODY {
	PADDING-RIGHT: 0px; PADDING-LEFT: 0px; FONT-SIZE: 95%; PADDING-BOTTOM: =
0px; MARGIN: 0px; COLOR: #333333; PADDING-TOP: 0px; BACKGROUND-COLOR: =
white
}
H1 {
	COLOR: #0060bf
}
H2 {
	COLOR: #0060bf
}
H3 {
	COLOR: #0060bf
}
H4 {
	COLOR: #0060bf
}
PRE {
	FONT-FAMILY: "Courier New", Courier, monospace
}
SMALL {
	FONT-SIZE: 11px
}
.small {
	FONT-SIZE: 10px
}
A {
	COLOR: #0060bf; TEXT-DECORATION: none
}
A:visited {
	COLOR: #0060bf; TEXT-DECORATION: none
}
A:hover {
	COLOR: #ff8000; TEXT-DECORATION: underline
}
TEXTAREA {
	FONT-SIZE: 12px; FONT-FAMILY: 'Courier New', Courier, monospace
}
INPUT {
	FONT-SIZE: 12px; FONT-FAMILY: 'Courier New', Courier, monospace
}
SELECT {
	FONT-SIZE: 12px; FONT-FAMILY: 'Courier New', Courier, monospace
}
SELECT.changelanguage {
	FONT-SIZE: 10px; COLOR: black; FONT-FAMILY: Arial, Helvetica, =
sans-serif; BACKGROUND-COLOR: white
}
IMG.blockview {
	DISPLAY: block
}
P.aiocpcode {
	BACKGROUND: black; COLOR: lime; FONT-FAMILY: "Courier New", Courier, =
monospace
}
BLOCKQUOTE.aiocpcode {
	BACKGROUND: white; COLOR: black
}
A.aiocpcode {
=09
}
A.aiocpcode:visited {
=09
}
A.aiocpcode:hover {
=09
}
SMALL.aiocpcode {
=09
}
B.aiocpcode {
=09
}
I.aiocpcode {
=09
}
SUB.aiocpcode {
=09
}
SUP.aiocpcode {
=09
}
UL.aiocpcode {
=09
}
OL.aiocpcode {
=09
}
LI.aiocpcode {
=09
}
TABLE.edge {
	BORDER-TOP-STYLE: none; BORDER-RIGHT-STYLE: none; BORDER-LEFT-STYLE: =
none; BACKGROUND-COLOR: #bfdfff; BORDER-BOTTOM-STYLE: none
}
TR.edge {
	BACKGROUND-COLOR: #bfdfff
}
TH.edge {
	COLOR: black; BACKGROUND-COLOR: #bfdfff
}
TD.edge {
	COLOR: black; BACKGROUND-COLOR: #bfdfff
}
TABLE.fill {
	WIDTH: 100%; BORDER-TOP-STYLE: none; BORDER-RIGHT-STYLE: none; =
BORDER-LEFT-STYLE: none; BACKGROUND-COLOR: #ebf5ff; BORDER-BOTTOM-STYLE: =
none
}
TR.fill {
	BACKGROUND-COLOR: #ebf5ff
}
TH.fill {
	COLOR: black; BACKGROUND-COLOR: #ebf5ff
}
TD.fill {
	COLOR: black; BACKGROUND-COLOR: #ebf5ff
}
TR.fillO {
	COLOR: black; BACKGROUND-COLOR: #bfdfff
}
TR.fillE {
	COLOR: black; BACKGROUND-COLOR: #dcedff
}
TH.fillO {
	COLOR: black; BACKGROUND-COLOR: #cde6ff
}
TH.fillE {
	COLOR: black; BACKGROUND-COLOR: #bfdfff
}
TD.fillOO {
	COLOR: black; BACKGROUND-COLOR: #cde6ff
}
TD.fillOE {
	COLOR: black; BACKGROUND-COLOR: #bfdfff
}
TD.fillEO {
	COLOR: black; BACKGROUND-COLOR: #ebf5ff
}
TD.fillEE {
	COLOR: black; BACKGROUND-COLOR: #dcedff
}
A.edge {
	COLOR: #660000
}
A.edge:visited {
	COLOR: #660000
}
A.edge:hover {
	COLOR: #660000
}
B.fixed {
	FONT-FAMILY: "Courier New", Courier, monospace
}
I.path {
	COLOR: maroon; FONT-STYLE: normal; FONT-FAMILY: "Courier New", Courier, =
monospace
}
I.menu {
	COLOR: green; FONT-STYLE: normal; FONT-FAMILY: "Courier New", Courier, =
monospace
}
I.constant {
	COLOR: navy; FONT-STYLE: normal; FONT-FAMILY: "Courier New", Courier, =
monospace
}
.level1 {
	BACKGROUND-COLOR: #eeffee
}
.level2 {
	BACKGROUND-COLOR: #ffffee
}
.level3 {
	BACKGROUND-COLOR: #eeffff
}
PRE.shell {
	COLOR: white; FONT-FAMILY: "Courier New", Courier, monospace; =
BACKGROUND-COLOR: black
}
B.error {
	COLOR: maroon
}
B.warning {
	COLOR: green
}
B.message {
	COLOR: blue
}
A.quickhelp {
	COLOR: black; TEXT-DECORATION: none
}
A.quickhelp:visited {
	COLOR: black; TEXT-DECORATION: none
}
A.quickhelp:hover {
	COLOR: black; TEXT-DECORATION: none
}
A.quickhelplink {
	COLOR: blue
}
A.quickhelplink:visited {
	COLOR: blue
}
A.quickhelplink:hover {
	COLOR: red
}
DIV.transcodingbar {
	FONT-WEIGHT: bold; FONT-SIZE: 10px; COLOR: white; BACKGROUND-COLOR: =
#0060bf; TEXT-ALIGN: right
}
DIV.transcodingbar A {
	COLOR: white; TEXT-DECORATION: none
}
DIV.transcodingbar A:hover {
	COLOR: yellow; TEXT-DECORATION: none
}
DIV.transcodingbar A:visited {
	COLOR: white; TEXT-DECORATION: none
}
.overlibfg {
	BACKGROUND-COLOR: #e5f2ff
}
.overlibbg {
	BACKGROUND-COLOR: #0080ff
}
.overlibtxt {
	FONT-SIZE: 10px; COLOR: black
}
.overlibcf {
	FONT-WEIGHT: bold; FONT-SIZE: 11px; COLOR: white; TEXT-INDENT: 10px
}
.listblock {
	PADDING-RIGHT: 6px; PADDING-LEFT: 6px; FONT-SIZE: 80%; BACKGROUND: =
#ebf5ff; FLOAT: right; PADDING-BOTTOM: 6px; COLOR: #000000; =
BORDER-TOP-STYLE: none; PADDING-TOP: 6px; FONT-FAMILY: "Courier New", =
Courier, monospace; BORDER-RIGHT-STYLE: none; BORDER-LEFT-STYLE: none; =
BORDER-BOTTOM-STYLE: none
}
.hintblock {
	PADDING-RIGHT: 6px; PADDING-LEFT: 6px; FONT-SIZE: 80%; BACKGROUND: =
#ebf5ff; FLOAT: left; PADDING-BOTTOM: 6px; WIDTH: 25%; COLOR: #000000; =
BORDER-TOP-STYLE: none; PADDING-TOP: 6px; FONT-STYLE: italic; =
FONT-FAMILY: "Times New Roman", Times, serif; BORDER-RIGHT-STYLE: none; =
BORDER-LEFT-STYLE: none; BORDER-BOTTOM-STYLE: none
}
A.new {
	COLOR: maroon; BACKGROUND-COLOR: #ffff99; TEXT-DECORATION: none
}
A.new:visited {
	COLOR: maroon; BACKGROUND-COLOR: #ffff99; TEXT-DECORATION: none
}
A.new:hover {
	COLOR: red; BACKGROUND-COLOR: yellow; TEXT-DECORATION: underline
}
DIV.linkpath {
	FONT-WEIGHT: bold; FONT-SIZE: smaller
}
UL.altmenu {
	BORDER-RIGHT: #000 1px solid; PADDING-RIGHT: 0px; BORDER-TOP: #000 1px =
solid; PADDING-LEFT: 10px; FONT-SIZE: 0.8em; PADDING-BOTTOM: 0px; =
MARGIN: 0px; BORDER-LEFT: #000 1px solid; WIDTH: 150px; CURSOR: default; =
COLOR: #000000; PADDING-TOP: 0px; BORDER-BOTTOM: #000 1px solid; =
FONT-FAMILY: Verdana, Geneva, Arial, Helvetica, sans-serif; =
BACKGROUND-COLOR: #ffffff; TEXT-DECORATION: none
}
UL.altmenu UL {
	BORDER-RIGHT: #000 1px solid; PADDING-RIGHT: 0px; BORDER-TOP: #000 1px =
solid; PADDING-LEFT: 10px; FONT-SIZE: 0.8em; PADDING-BOTTOM: 0px; =
MARGIN: 0px; BORDER-LEFT: #000 1px solid; WIDTH: 150px; CURSOR: default; =
COLOR: #000000; PADDING-TOP: 0px; BORDER-BOTTOM: #000 1px solid; =
FONT-FAMILY: Verdana, Geneva, Arial, Helvetica, sans-serif; =
BACKGROUND-COLOR: #ffffff; TEXT-DECORATION: none
}
UL.altmenu LI {
	MARGIN: 0px; COLOR: #fff; LIST-STYLE-TYPE: none; POSITION: relative
}
UL.altmenu LI > UL {
	DISPLAY: none; LEFT: 140px; POSITION: absolute; TOP: 2px
}
UL.altmenu LI:hover {
	COLOR: #000000; BACKGROUND-COLOR: #ff8c00
}
UL.altmenu LI.CSStoHighlight {
	COLOR: #000000; BACKGROUND-COLOR: #ff8c00
}
UL.altmenu UL.CSStoShow {
	DISPLAY: block
}
UL.altmenu LI:hover > UL {
	DISPLAY: block
}
UL.altmenu LI A {
	DISPLAY: block; WIDTH: 100%; COLOR: #000000; TEXT-DECORATION: none
}
UL.altmenu LI A:hover {
	COLOR: #000000; BACKGROUND-COLOR: #ff8c00
}
UL.altmenu LI A:visited {
	DISPLAY: block; WIDTH: 100%; COLOR: #000000; TEXT-DECORATION: none
}
.textmenubar UL {
	PADDING-RIGHT: 0px; PADDING-LEFT: 0px; FONT-SIZE: 70%; PADDING-BOTTOM: =
0px; MARGIN: 0px; PADDING-TOP: 0px; LIST-STYLE-TYPE: none; TEXT-ALIGN: =
center
}
.textmenubar UL LI {
	DISPLAY: inline
}
.textmenubar UL LI A {
	PADDING-RIGHT: 2px; PADDING-LEFT: 2px; PADDING-BOTTOM: 0px; COLOR: =
#0060bf; PADDING-TOP: 0px; BACKGROUND-COLOR: #ffffff; TEXT-DECORATION: =
none
}
.textmenubar UL LI A:hover {
	COLOR: #ffffff; BACKGROUND-COLOR: #369
}
#textmenubar UL {
	PADDING-RIGHT: 0px; PADDING-LEFT: 0px; FONT-SIZE: 70%; PADDING-BOTTOM: =
0px; MARGIN: 0px; PADDING-TOP: 0px; LIST-STYLE-TYPE: none; TEXT-ALIGN: =
center
}
#textmenubar UL LI {
	DISPLAY: inline
}
#textmenubar UL LI A {
	PADDING-RIGHT: 2px; PADDING-LEFT: 2px; PADDING-BOTTOM: 0px; COLOR: =
gray; PADDING-TOP: 0px; BACKGROUND-COLOR: #ffffff; TEXT-DECORATION: none
}
#textmenubar UL LI A:hover {
	COLOR: #ffffff; BACKGROUND-COLOR: #369
}
DIV.container {
	PADDING-RIGHT: 5px; PADDING-LEFT: 5px; PADDING-BOTTOM: 5px; MARGIN: =
0px; WIDTH: 90%; PADDING-TOP: 5px
}
DIV.formbox {
	BORDER-RIGHT: gray 1px solid; PADDING-RIGHT: 5px; BORDER-TOP: gray 1px =
solid; PADDING-LEFT: 5px; PADDING-BOTTOM: 5px; MARGIN: 0px; BORDER-LEFT: =
gray 1px solid; WIDTH: 100%; PADDING-TOP: 5px; BORDER-BOTTOM: gray 1px =
solid; BACKGROUND-COLOR: #f6f6f6
}
DIV.contentbox {
	BORDER-RIGHT: gray 1px solid; PADDING-RIGHT: 5px; BORDER-TOP: gray 1px =
solid; PADDING-LEFT: 5px; PADDING-BOTTOM: 5px; MARGIN: 0px; BORDER-LEFT: =
gray 1px solid; WIDTH: 100%; PADDING-TOP: 5px; BORDER-BOTTOM: gray 1px =
solid; BACKGROUND-COLOR: #f6f6f6; TEXT-ALIGN: left
}
DIV.rowl {
	CLEAR: both; PADDING-RIGHT: 1px; PADDING-LEFT: 1px; PADDING-BOTTOM: =
1px; PADDING-TOP: 1px; TEXT-ALIGN: left
}
DIV.row {
	CLEAR: both; PADDING-RIGHT: 1px; PADDING-LEFT: 1px; PADDING-BOTTOM: =
1px; PADDING-TOP: 1px
}
DIV.row SPAN.label {
	FLOAT: left; WIDTH: 30%; TEXT-ALIGN: right
}
DIV.row SPAN.formw {
	FONT-SIZE: 90%; FLOAT: right; WIDTH: 69%; TEXT-ALIGN: left
}
DIV.row SPAN.value {
	FONT-WEIGHT: bold; FLOAT: right; WIDTH: 69%; TEXT-ALIGN: left
}
DIV.row SPAN.left {
	FONT-SIZE: 90%; FLOAT: left; WIDTH: 49%; TEXT-ALIGN: left
}
DIV.row SPAN.right {
	FONT-SIZE: 80%; FLOAT: right; WIDTH: 49%; TEXT-ALIGN: right
}
TABLE.confprog {
	BORDER-RIGHT: black 1px solid; BORDER-TOP: black 1px solid; FONT-SIZE: =
80%; BORDER-LEFT: black 1px solid; BORDER-BOTTOM: black 1px solid
}
TABLE.confprog TH {
	BORDER-RIGHT: black 1px solid; PADDING-RIGHT: 2px; BORDER-TOP: black =
1px solid; PADDING-LEFT: 2px; PADDING-BOTTOM: 2px; MARGIN: 0px; =
BORDER-LEFT: black 1px solid; PADDING-TOP: 2px; BORDER-BOTTOM: black 1px =
solid
}
TABLE.confprog TD {
	BORDER-RIGHT: black 1px solid; PADDING-RIGHT: 2px; BORDER-TOP: black =
1px solid; PADDING-LEFT: 2px; PADDING-BOTTOM: 2px; MARGIN: 0px; =
BORDER-LEFT: black 1px solid; PADDING-TOP: 2px; BORDER-BOTTOM: black 1px =
solid
}
TABLE.confprog TH.conftime {
	VERTICAL-ALIGN: top; TEXT-ALIGN: center
}
TABLE.confprog TD.confbreak {
	VERTICAL-ALIGN: middle; COLOR: #000000; BACKGROUND-COLOR: #ffdab9; =
TEXT-ALIGN: center
}
TABLE.confprog TD.confplan {
	VERTICAL-ALIGN: middle; COLOR: #000000; BACKGROUND-COLOR: #dcdcdc; =
TEXT-ALIGN: center
}
TABLE.confprog TD.confposter {
	VERTICAL-ALIGN: middle; COLOR: #000000; BACKGROUND-COLOR: #fafad2; =
TEXT-ALIGN: center
}
TABLE.confprog TD.confevent {
	VERTICAL-ALIGN: middle; COLOR: #000000; BACKGROUND-COLOR: #ebf5ff; =
TEXT-ALIGN: center
}
TABLE.confprog TD.confauthors {
	VERTICAL-ALIGN: top; COLOR: #000000; BACKGROUND-COLOR: #ebf5ff; =
TEXT-ALIGN: left
}
TABLE.confprog TD.confetitle {
	VERTICAL-ALIGN: top; COLOR: #000000; BACKGROUND-COLOR: #ebf5ff; =
TEXT-ALIGN: left
}
TABLE.confprog TD.confspecevent {
	COLOR: #000000; BACKGROUND-COLOR: #cde6ff; TEXT-ALIGN: center
}

------=_NextPart_000_0000_01C77EA7.6A1F68B0
Content-Type: application/octet-stream
Content-Transfer-Encoding: quoted-printable
Content-Location: http://www.ditunica.it/shared/jscripts/overlib_aiocp.js

// This is a modified version by Nicola Asuni (www.technick.com) of:=0A=
//\----------------------------------------------------------------------=
-----------=0A=
//\  overLIB 3.50  --  This notice must remain untouched at all times.=0A=
//\  Copyright Erik Bosrup 1998-2001. All rights reserved.=0A=
//\=0A=
//\  By Erik Bosrup (erik@bosrup.com).  Last modified 2001-08-28.=0A=
//\  Portions by Dan Steinman (dansteinman.com). Additions by other =
people are=0A=
//\  listed on the overLIB homepage.=0A=
//\=0A=
//\  Get the latest version at http://www.bosrup.com/web/overlib/=0A=
//\=0A=
//\  This script is published under an open source license. Please read =
the license=0A=
//\  agreement online at: http://www.bosrup.com/web/overlib/license.html=0A=
//\  If you have questions regarding the license please contact =
erik@bosrup.com.=0A=
//\=0A=
//\  This script library was originally created for personal use. By =
request it has=0A=
//\  later been made public. This is free software. Do not sell this as =
your own=0A=
//\  work, or remove this copyright notice. For full details on copying =
or changing=0A=
//\  this script please read the license agreement at the link above.=0A=
//\=0A=
//\  Please give credit on sites that use overLIB and submit changes of =
the script=0A=
//\  so other people can use them as well. This script is free to use, =
don't abuse.=0A=
//\----------------------------------------------------------------------=
-----------=0A=
//\mini=0A=
=0A=
// -------------------------------------------------------------=0A=
// CHANGES by Nicola Asuni (www.technick.com):=0A=
// -------------------------------------------------------------=0A=
// 2002-06-04: correct minor syntactic errors and shrinking content=0A=
// 2002-06-04: hide-show form select tag elements to avoid layer =
overlapping on IE=0A=
// 2002-05-21:	changed output format to be XHTML 1.0 compatible (as =
possible)=0A=
//				(ol_content_caption, ol_content_simple, ol_content_background)=0A=
// -------------------------------------------------------------=0A=
=0A=
function FJ_show_hide_form_elements(hide){if(document.all){var =
objEle=3Ddocument.all.tags("select"); for (var i=3D0; i<objEle.length; =
i++){if(hide){objEle[i].style.visibility=3D'hidden';}else{objEle[i].style=
.visibility=3D'visible';}}}}var INARRAY=3D1; var CAPARRAY=3D2; var =
STICKY=3D3; var BACKGROUND=3D4; var NOCLOSE=3D5; var CAPTION=3D6; var =
LEFT=3D7; var RIGHT=3D8; var CENTER=3D9; var OFFSETX=3D10; var =
OFFSETY=3D11; var FGCOLOR=3D12; var BGCOLOR=3D13; var TEXTCOLOR=3D14; =
var CAPCOLOR=3D15; var CLOSECOLOR=3D16; var WIDTH=3D17; var BORDER=3D18; =
var STATUS=3D19; var AUTOSTATUS=3D20; var AUTOSTATUSCAP=3D21; var =
HEIGHT=3D22; var CLOSETEXT=3D23; var SNAPX=3D24; var SNAPY=3D25; var =
FIXX=3D26; var FIXY=3D27; var FGBACKGROUND=3D28; var BGBACKGROUND=3D29; =
var PADX=3D30; var PADY=3D31; var FULLHTML=3D34; var ABOVE=3D35; var =
BELOW=3D36; var CAPICON=3D37; var TEXTFONT=3D38; var CAPTIONFONT=3D39; =
var CLOSEFONT=3D40; var TEXTSIZE=3D41; var CAPTIONSIZE=3D42; var =
CLOSESIZE=3D43; var FRAME=3D44; var TIMEOUT=3D45; var FUNCTION=3D46; var =
DELAY=3D47; var HAUTO=3D48; var VAUTO=3D49; var CLOSECLICK=3D50; var =
CSSOFF=3D51; var CSSSTYLE=3D52; var CSSCLASS=3D53; var FGCLASS=3D54; var =
BGCLASS=3D55; var TEXTFONTCLASS=3D56; var CAPTIONFONTCLASS=3D57; var =
CLOSEFONTCLASS=3D58; var PADUNIT=3D59; var HEIGHTUNIT=3D60; var =
WIDTHUNIT=3D61; var TEXTSIZEUNIT=3D62; var TEXTDECORATION=3D63; var =
TEXTSTYLE=3D64; var TEXTWEIGHT=3D65; var CAPTIONSIZEUNIT=3D66; var =
CAPTIONDECORATION=3D67; var CAPTIONSTYLE=3D68; var CAPTIONWEIGHT=3D69; =
var CLOSESIZEUNIT=3D70; var CLOSEDECORATION=3D71; var CLOSESTYLE=3D72; =
var CLOSEWEIGHT=3D73; if(typeof ol_fgcolor=3D=3D'undefined'){var =
ol_fgcolor=3D"#CCCCFF";}if(typeof ol_bgcolor=3D=3D'undefined'){var =
ol_bgcolor=3D"#333399";}if(typeof ol_textcolor=3D=3D'undefined'){var =
ol_textcolor=3D"#000000";}if(typeof ol_capcolor=3D=3D'undefined'){var =
ol_capcolor=3D"#FFFFFF";}if(typeof ol_closecolor=3D=3D'undefined'){var =
ol_closecolor=3D"#9999FF";}if(typeof ol_textfont=3D=3D'undefined'){var =
ol_textfont=3D"Verdana,Arial,Helvetica";}if(typeof =
ol_captionfont=3D=3D'undefined'){var =
ol_captionfont=3D"Verdana,Arial,Helvetica";}if(typeof =
ol_closefont=3D=3D'undefined'){var =
ol_closefont=3D"Verdana,Arial,Helvetica";}if(typeof =
ol_textsize=3D=3D'undefined'){var ol_textsize=3D"1";}if(typeof =
ol_captionsize=3D=3D'undefined'){var ol_captionsize=3D"1";}if(typeof =
ol_closesize=3D=3D'undefined'){var ol_closesize=3D"1";}if(typeof =
ol_width=3D=3D'undefined'){var ol_width=3D"200";}if(typeof =
ol_border=3D=3D'undefined'){var ol_border=3D"1";}if(typeof =
ol_offsetx=3D=3D'undefined'){var ol_offsetx=3D10;}if(typeof =
ol_offsety=3D=3D'undefined'){var ol_offsety=3D10;}if(typeof =
ol_text=3D=3D'undefined'){var ol_text=3D"Default Text";}if(typeof =
ol_cap=3D=3D'undefined'){var ol_cap=3D"";}if(typeof =
ol_sticky=3D=3D'undefined'){var ol_sticky=3D0;}if(typeof =
ol_background=3D=3D'undefined'){var ol_background=3D"";}if(typeof =
ol_close=3D=3D'undefined'){var ol_close=3D"Close";}if(typeof =
ol_hpos=3D=3D'undefined'){var ol_hpos=3DRIGHT;}if(typeof =
ol_status=3D=3D'undefined'){var ol_status=3D"";}if(typeof =
ol_autostatus=3D=3D'undefined'){var ol_autostatus=3D0;}if(typeof =
ol_height=3D=3D'undefined'){var ol_height=3D-1;}if(typeof =
ol_snapx=3D=3D'undefined'){var ol_snapx=3D0;}if(typeof =
ol_snapy=3D=3D'undefined'){var ol_snapy=3D0;}if(typeof =
ol_fixx=3D=3D'undefined'){var ol_fixx=3D-1;}if(typeof =
ol_fixy=3D=3D'undefined'){var ol_fixy=3D-1;}if(typeof =
ol_fgbackground=3D=3D'undefined'){var ol_fgbackground=3D"";}if(typeof =
ol_bgbackground=3D=3D'undefined'){var ol_bgbackground=3D"";}if(typeof =
ol_padxl=3D=3D'undefined'){var ol_padxl=3D1;}if(typeof =
ol_padxr=3D=3D'undefined'){var ol_padxr=3D1;}if(typeof =
ol_padyt=3D=3D'undefined'){var ol_padyt=3D1;}if(typeof =
ol_padyb=3D=3D'undefined'){var ol_padyb=3D1;}if(typeof =
ol_fullhtml=3D=3D'undefined'){var ol_fullhtml=3D0;}if(typeof =
ol_vpos=3D=3D'undefined'){var ol_vpos=3DBELOW;}if(typeof =
ol_aboveheight=3D=3D'undefined'){var ol_aboveheight=3D0;}if(typeof =
ol_caption=3D=3D'undefined'){var ol_capicon=3D"";}if(typeof =
ol_frame=3D=3D'undefined'){var ol_frame=3Dself;}if(typeof =
ol_timeout=3D=3D'undefined'){var ol_timeout=3D0;}if(typeof =
ol_function=3D=3D'undefined'){var ol_function=3DFunction();}if(typeof =
ol_delay=3D=3D'undefined'){var ol_delay=3D0;}if(typeof =
ol_hauto=3D=3D'undefined'){var ol_hauto=3D0;}if(typeof =
ol_vauto=3D=3D'undefined'){var ol_vauto=3D0;}if(typeof =
ol_closeclick=3D=3D'undefined'){var ol_closeclick=3D0;}if(typeof =
ol_css=3D=3D'undefined'){var ol_css=3DCSSOFF;}if(typeof =
ol_fgclass=3D=3D'undefined'){var ol_fgclass=3D"";}if(typeof =
ol_bgclass=3D=3D'undefined'){var ol_bgclass=3D"";}if(typeof =
ol_textfontclass=3D=3D'undefined'){var ol_textfontclass=3D"";}if(typeof =
ol_captionfontclass=3D=3D'undefined'){var =
ol_captionfontclass=3D"";}if(typeof =
ol_closefontclass=3D=3D'undefined'){var =
ol_closefontclass=3D"";}if(typeof ol_padunit=3D=3D'undefined'){var =
ol_padunit=3D"px";}if(typeof ol_heightunit=3D=3D'undefined'){var =
ol_heightunit=3D"px";}if(typeof ol_widthunit=3D=3D'undefined'){var =
ol_widthunit=3D"px";}if(typeof ol_textsizeunit=3D=3D'undefined'){var =
ol_textsizeunit=3D"px";}if(typeof =
ol_textdecoration=3D=3D'undefined'){var =
ol_textdecoration=3D"none";}if(typeof ol_textstyle=3D=3D'undefined'){var =
ol_textstyle=3D"normal";}if(typeof ol_textweight=3D=3D'undefined'){var =
ol_textweight=3D"normal";}if(typeof =
ol_captionsizeunit=3D=3D'undefined'){var =
ol_captionsizeunit=3D"px";}if(typeof =
ol_captiondecoration=3D=3D'undefined'){var =
ol_captiondecoration=3D"none";}if(typeof =
ol_captionstyle=3D=3D'undefined'){var =
ol_captionstyle=3D"normal";}if(typeof =
ol_captionweight=3D=3D'undefined'){var =
ol_captionweight=3D"bold";}if(typeof =
ol_closesizeunit=3D=3D'undefined'){var =
ol_closesizeunit=3D"px";}if(typeof =
ol_closedecoration=3D=3D'undefined'){var =
ol_closedecoration=3D"none";}if(typeof =
ol_closestyle=3D=3D'undefined'){var ol_closestyle=3D"normal";}if(typeof =
ol_closeweight=3D=3D'undefined'){var =
ol_closeweight=3D"normal";}if(typeof ol_texts=3D=3D'undefined'){var =
ol_texts=3Dnew Array("Text 0", "Text 1");}if(typeof =
ol_caps=3D=3D'undefined'){var ol_caps=3Dnew Array("Caption 0", "Caption =
1");}var o3_text=3D""; var o3_cap=3D""; var o3_sticky=3D0; var =
o3_background=3D""; var o3_close=3D"Close"; var o3_hpos=3DRIGHT; var =
o3_offsetx=3D2; var o3_offsety=3D2; var o3_fgcolor=3D""; var =
o3_bgcolor=3D""; var o3_textcolor=3D""; var o3_capcolor=3D""; var =
o3_closecolor=3D""; var o3_width=3D100; var o3_border=3D1; var =
o3_status=3D""; var o3_autostatus=3D0; var o3_height=3D-1; var =
o3_snapx=3D0; var o3_snapy=3D0; var o3_fixx=3D-1; var o3_fixy=3D-1; var =
o3_fgbackground=3D""; var o3_bgbackground=3D""; var o3_padxl=3D0; var =
o3_padxr=3D0; var o3_padyt=3D0; var o3_padyb=3D0; var o3_fullhtml=3D0; =
var o3_vpos=3DBELOW; var o3_aboveheight=3D0; var o3_capicon=3D""; var =
o3_textfont=3D"Verdana,Arial,Helvetica"; var =
o3_captionfont=3D"Verdana,Arial,Helvetica"; var =
o3_closefont=3D"Verdana,Arial,Helvetica"; var o3_textsize=3D"1"; var =
o3_captionsize=3D"1"; var o3_closesize=3D"1"; var o3_frame=3Dself; var =
o3_timeout=3D0; var o3_timerid=3D0; var o3_allowmove=3D0; var =
o3_function=3DFunction(); var o3_delay=3D0; var o3_delayid=3D0; var =
o3_hauto=3D0; var o3_vauto=3D0; var o3_closeclick=3D0; var =
o3_css=3DCSSOFF; var o3_fgclass=3D""; var o3_bgclass=3D""; var =
o3_textfontclass=3D""; var o3_captionfontclass=3D""; var =
o3_closefontclass=3D""; var o3_padunit=3D"px"; var o3_heightunit=3D"px"; =
var o3_widthunit=3D"px"; var o3_textsizeunit=3D"px"; var =
o3_textdecoration=3D""; var o3_textstyle=3D""; var o3_textweight=3D""; =
var o3_captionsizeunit=3D"px"; var o3_captiondecoration=3D""; var =
o3_captionstyle=3D""; var o3_captionweight=3D""; var =
o3_closesizeunit=3D"px"; var o3_closedecoration=3D""; var =
o3_closestyle=3D""; var o3_closeweight=3D""; var o3_x=3D0; var o3_y=3D0; =
var o3_allow=3D0; var o3_showingsticky=3D0; var o3_removecounter=3D0; =
var over=3Dnull; var ns4=3D(document.layers)? true:false; var =
ns6=3D(document.getElementById)? true:false; var ie4=3D(document.all)? =
true:false; var ie5=3Dfalse; =
if(ie4){if((navigator.userAgent.indexOf('MSIE 5') > 0) || =
(navigator.userAgent.indexOf('MSIE 6') > =
0)){ie5=3Dtrue;}if(ns6){ns6=3Dfalse;}}if( (ns4) || (ie4) || =
(ns6)){document.onmousemove=3DmouseMove; =
if(ns4){document.captureEvents(Event.MOUSEMOVE);}}else{overlib=3Dno_overl=
ib; nd=3Dno_overlib; ver3fix=3Dtrue;}function no_overlib(){return =
ver3fix;}=0A=
function overlib(){o3_text=3Dol_text; o3_cap=3Dol_cap; =
o3_sticky=3Dol_sticky; o3_background=3Dol_background; =
o3_close=3Dol_close; o3_hpos=3Dol_hpos; o3_offsetx=3Dol_offsetx; =
o3_offsety=3Dol_offsety; o3_fgcolor=3Dol_fgcolor; =
o3_bgcolor=3Dol_bgcolor; o3_textcolor=3Dol_textcolor; =
o3_capcolor=3Dol_capcolor; o3_closecolor=3Dol_closecolor; =
o3_width=3Dol_width; o3_border=3Dol_border; o3_status=3Dol_status; =
o3_autostatus=3Dol_autostatus; o3_height=3Dol_height; =
o3_snapx=3Dol_snapx; o3_snapy=3Dol_snapy; o3_fixx=3Dol_fixx; =
o3_fixy=3Dol_fixy; o3_fgbackground=3Dol_fgbackground; =
o3_bgbackground=3Dol_bgbackground; o3_padxl=3Dol_padxl; =
o3_padxr=3Dol_padxr; o3_padyt=3Dol_padyt; o3_padyb=3Dol_padyb; =
o3_fullhtml=3Dol_fullhtml; o3_vpos=3Dol_vpos; =
o3_aboveheight=3Dol_aboveheight; o3_capicon=3Dol_capicon; =
o3_textfont=3Dol_textfont; o3_captionfont=3Dol_captionfont; =
o3_closefont=3Dol_closefont; o3_textsize=3Dol_textsize; =
o3_captionsize=3Dol_captionsize; o3_closesize=3Dol_closesize; =
o3_timeout=3Dol_timeout; o3_function=3Dol_function; o3_delay=3Dol_delay; =
o3_hauto=3Dol_hauto; o3_vauto=3Dol_vauto; o3_closeclick=3Dol_closeclick; =
o3_css=3Dol_css; o3_fgclass=3Dol_fgclass; o3_bgclass=3Dol_bgclass; =
o3_textfontclass=3Dol_textfontclass; =
o3_captionfontclass=3Dol_captionfontclass; =
o3_closefontclass=3Dol_closefontclass; o3_padunit=3Dol_padunit; =
o3_heightunit=3Dol_heightunit; o3_widthunit=3Dol_widthunit; =
o3_textsizeunit=3Dol_textsizeunit; =
o3_textdecoration=3Dol_textdecoration; o3_textstyle=3Dol_textstyle; =
o3_textweight=3Dol_textweight; o3_captionsizeunit=3Dol_captionsizeunit; =
o3_captiondecoration=3Dol_captiondecoration; =
o3_captionstyle=3Dol_captionstyle; o3_captionweight=3Dol_captionweight; =
o3_closesizeunit=3Dol_closesizeunit; =
o3_closedecoration=3Dol_closedecoration; o3_closestyle=3Dol_closestyle; =
o3_closeweight=3Dol_closeweight;=0A=
if((ns4)||(ie4)||(ns6)){o3_frame=3Dol_frame;if(ns4){over=3Do3_frame.docum=
ent.overDiv;}if(ie4){over=3Do3_frame.overDiv.style;}if(ns6){over=3Do3_fra=
me.document.getElementById("overDiv");}}=0A=
var parsemode=3D-1; var ar=3Darguments; =0A=
for (i=3D0; i < ar.length; i++){if(parsemode < =
0){if(ar[i]=3D=3DINARRAY){o3_text=3Dol_texts[ar[++i]];}else{o3_text=3Dar[=
i];}parsemode=3D0;}else{if(ar[i]=3D=3DINARRAY){o3_text=3Dol_texts[ar[++i]=
]; continue;}if(ar[i]=3D=3DCAPARRAY){o3_cap=3Dol_caps[ar[++i]]; =
continue;}if(ar[i]=3D=3DSTICKY){o3_sticky=3D1; =
continue;}if(ar[i]=3D=3DBACKGROUND){o3_background=3Dar[++i]; =
continue;}if(ar[i]=3D=3DNOCLOSE){o3_close=3D""; =
continue;}if(ar[i]=3D=3DCAPTION){o3_cap=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCENTER || ar[i]=3D=3DLEFT || =
ar[i]=3D=3DRIGHT){o3_hpos=3Dar[i]; =
continue;}if(ar[i]=3D=3DOFFSETX){o3_offsetx=3Dar[++i]; =
continue;}if(ar[i]=3D=3DOFFSETY){o3_offsety=3Dar[++i]; =
continue;}if(ar[i]=3D=3DFGCOLOR){o3_fgcolor=3Dar[++i]; =
continue;}if(ar[i]=3D=3DBGCOLOR){o3_bgcolor=3Dar[++i]; =
continue;}if(ar[i]=3D=3DTEXTCOLOR){o3_textcolor=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCAPCOLOR){o3_capcolor=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCLOSECOLOR){o3_closecolor=3Dar[++i]; =
continue;}if(ar[i]=3D=3DWIDTH){o3_width=3Dar[++i]; =
continue;}if(ar[i]=3D=3DBORDER){o3_border=3Dar[++i]; =
continue;}if(ar[i]=3D=3DSTATUS){o3_status=3Dar[++i]; =
continue;}if(ar[i]=3D=3DAUTOSTATUS){o3_autostatus=3D1; =
continue;}if(ar[i]=3D=3DAUTOSTATUSCAP){o3_autostatus=3D2; =
continue;}if(ar[i]=3D=3DHEIGHT){o3_height=3Dar[++i]; =
o3_aboveheight=3Dar[i]; =
continue;}if(ar[i]=3D=3DCLOSETEXT){o3_close=3Dar[++i]; =
continue;}if(ar[i]=3D=3DSNAPX){o3_snapx=3Dar[++i]; =
continue;}if(ar[i]=3D=3DSNAPY){o3_snapy=3Dar[++i]; =
continue;}if(ar[i]=3D=3DFIXX){o3_fixx=3Dar[++i]; =
continue;}if(ar[i]=3D=3DFIXY){o3_fixy=3Dar[++i]; =
continue;}if(ar[i]=3D=3DFGBACKGROUND){o3_fgbackground=3Dar[++i]; =
continue;}if(ar[i]=3D=3DBGBACKGROUND){o3_bgbackground=3Dar[++i]; =
continue;}if(ar[i]=3D=3DPADX){o3_padxl=3Dar[++i]; o3_padxr=3Dar[++i]; =
continue;}if(ar[i]=3D=3DPADY){o3_padyt=3Dar[++i]; o3_padyb=3Dar[++i]; =
continue;}if(ar[i]=3D=3DFULLHTML){o3_fullhtml=3D1; =
continue;}if(ar[i]=3D=3DBELOW || ar[i]=3D=3DABOVE){o3_vpos=3Dar[i]; =
continue;}if(ar[i]=3D=3DCAPICON){o3_capicon=3Dar[++i]; =
continue;}if(ar[i]=3D=3DTEXTFONT){o3_textfont=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCAPTIONFONT){o3_captionfont=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCLOSEFONT){o3_closefont=3Dar[++i]; =
continue;}if(ar[i]=3D=3DTEXTSIZE){o3_textsize=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCAPTIONSIZE){o3_captionsize=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCLOSESIZE){o3_closesize=3Dar[++i]; =
continue;}if(ar[i]=3D=3DFRAME){opt_FRAME(ar[++i]); =
continue;}if(ar[i]=3D=3DTIMEOUT){o3_timeout=3Dar[++i]; =
continue;}if(ar[i]=3D=3DFUNCTION){opt_FUNCTION(ar[++i]); =
continue;}if(ar[i]=3D=3DDELAY){o3_delay=3Dar[++i]; =
continue;}if(ar[i]=3D=3DHAUTO){o3_hauto=3D(o3_hauto=3D=3D0) ? 1 : 0; =
continue;}if(ar[i]=3D=3DVAUTO){o3_vauto=3D(o3_vauto=3D=3D0) ? 1 : 0; =
continue;}if(ar[i]=3D=3DCLOSECLICK){o3_closeclick=3D(o3_closeclick=3D=3D0=
) ? 1 : 0; continue;}if(ar[i]=3D=3DCSSOFF){o3_css=3Dar[i]; =
continue;}if(ar[i]=3D=3DCSSSTYLE){o3_css=3Dar[i]; =
continue;}if(ar[i]=3D=3DCSSCLASS){o3_css=3Dar[i]; =
continue;}if(ar[i]=3D=3DFGCLASS){o3_fgclass=3Dar[++i]; =
continue;}if(ar[i]=3D=3DBGCLASS){o3_bgclass=3Dar[++i]; =
continue;}if(ar[i]=3D=3DTEXTFONTCLASS){o3_textfontclass=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCAPTIONFONTCLASS){o3_captionfontclass=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCLOSEFONTCLASS){o3_closefontclass=3Dar[++i]; =
continue;}if(ar[i]=3D=3DPADUNIT){o3_padunit=3Dar[++i]; =
continue;}if(ar[i]=3D=3DHEIGHTUNIT){o3_heightunit=3Dar[++i]; =
continue;}if(ar[i]=3D=3DWIDTHUNIT){o3_widthunit=3Dar[++i]; =
continue;}if(ar[i]=3D=3DTEXTSIZEUNIT){o3_textsizeunit=3Dar[++i]; =
continue;}if(ar[i]=3D=3DTEXTDECORATION){o3_textdecoration=3Dar[++i]; =
continue;}if(ar[i]=3D=3DTEXTSTYLE){o3_textstyle=3Dar[++i]; =
continue;}if(ar[i]=3D=3DTEXTWEIGHT){o3_textweight=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCAPTIONSIZEUNIT){o3_captionsizeunit=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCAPTIONDECORATION){o3_captiondecoration=3Dar[++i]=
; continue;}if(ar[i]=3D=3DCAPTIONSTYLE){o3_captionstyle=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCAPTIONWEIGHT){o3_captionweight=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCLOSESIZEUNIT){o3_closesizeunit=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCLOSEDECORATION){o3_closedecoration=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCLOSESTYLE){o3_closestyle=3Dar[++i]; =
continue;}if(ar[i]=3D=3DCLOSEWEIGHT){o3_closeweight=3Dar[++i]; =
continue;}}}if(o3_delay=3D=3D0){return =
overlib350();}else{o3_delayid=3DsetTimeout("overlib350()", o3_delay); =
if(o3_sticky){return false;}else{return true;}}}=0A=
function =
nd(){if(o3_removecounter>=3D1){o3_showingsticky=3D0};if((ns4)||(ie4)||(ns=
6)){if(o3_showingsticky=3D=3D0){o3_allowmove=3D0;if(over =
!=3Dnull)hideObject(over);}else{o3_removecounter++;}}return true;}=0A=
function overlib350(){var layerhtml; if(o3_background !=3D"" || =
o3_fullhtml){layerhtml=3Dol_content_background(o3_text, o3_background, =
o3_fullhtml);}else{if(o3_fgbackground !=3D"" && =
o3_css=3D=3DCSSOFF){o3_fgbackground=3D"BACKGROUND=3D\""+o3_fgbackground+"=
\"";}if(o3_bgbackground !=3D"" && =
o3_css=3D=3DCSSOFF){o3_bgbackground=3D"BACKGROUND=3D\""+o3_bgbackground+"=
\"";}if(o3_fgcolor !=3D"" && =
o3_css=3D=3DCSSOFF){o3_fgcolor=3D"BGCOLOR=3D\""+o3_fgcolor+"\"";}if(o3_bg=
color !=3D"" && =
o3_css=3D=3DCSSOFF){o3_bgcolor=3D"BGCOLOR=3D\""+o3_bgcolor+"\"";}if(o3_he=
ight > 0 && o3_css=3D=3DCSSOFF){o3_height=3D"HEIGHT=3D" + =
o3_height;}else{o3_height=3D"";}if(o3_cap=3D=3D""){layerhtml=3Dol_content=
_simple(o3_text);}else{if(o3_sticky){layerhtml=3Dol_content_caption(o3_te=
xt, o3_cap, o3_close);}else{layerhtml=3Dol_content_caption(o3_text, =
o3_cap, "");}}}if(o3_sticky){o3_showingsticky=3D1; =
o3_removecounter=3D0;}layerWrite(layerhtml); if(o3_autostatus > =
0){o3_status=3Do3_text; if(o3_autostatus > =
1){o3_status=3Do3_cap;}}o3_allowmove=3D0; if(o3_timeout > =
0){if(o3_timerid > 0) clearTimeout(o3_timerid); =
o3_timerid=3DsetTimeout("cClick()", o3_timeout);}disp(o3_status); =
if(o3_sticky){o3_allowmove=3D0; return false;}else{return true;}}=0A=
function ol_content_simple(text){if(o3_css=3D=3DCSSCLASS) txt=3D"<table =
width=3D\""+o3_width+"\" border=3D\"0\" cellpadding=3D\""+o3_border+"\" =
cellspacing=3D\"0\" class=3D\""+o3_bgclass+"\"><tr><td><table =
width=3D\"100%\" border=3D\"0\" cellpadding=3D\"2\" cellspacing=3D\"0\" =
class=3D\""+o3_fgclass+"\"><tr><td valign=3D\"TOP\"><div =
class=3D\""+o3_textfontclass+"\">"+text+"</div></td></tr></table></td></t=
r></table>"; if(o3_css=3D=3DCSSSTYLE) txt=3D"<table =
width=3D\""+o3_width+"\" border=3D\"0\" cellpadding=3D\""+o3_border+"\" =
cellspacing=3D\"0\" style=3D\"background-color: "+o3_bgcolor+"; height: =
"+o3_height+o3_heightunit+";\"><tr><td><table width=3D\"100%\" =
border=3D\"0\" cellpadding=3D\"2\" cellspacing=3D\"0\" style=3D\"color: =
"+o3_fgcolor+"; background-color: "+o3_fgcolor+"; height: =
"+o3_height+o3_heightunit+";\"><tr><td valign=3D\"TOP\"><font =
style=3D\"font-family: "+o3_textfont+"; color: "+o3_textcolor+"; =
font-size: "+o3_textsize+o3_textsizeunit+"; text-decoration: =
"+o3_textdecoration+"; font-weight: "+o3_textweight+"; =
font-style:"+o3_textstyle+"\">"+text+"</font></td></tr></table></td></tr>=
</table>"; if(o3_css=3D=3DCSSOFF) txt=3D"<table width=3D\""+o3_width+"\" =
border=3D\"0\" cellpadding=3D\""+o3_border+"\" cellspacing=3D\"0\" =
"+o3_bgcolor+" "+o3_height+"><tr><td><table width=3D\"100%\" =
border=3D\"0\" cellpadding=3D\"2\" cellspacing=3D\"0\" "+o3_fgcolor+" =
"+o3_fgbackground+" "+o3_height+"><tr><td valign=3D\"TOP\"><font =
face=3D\""+o3_textfont+"\" color=3D\""+o3_textcolor+"\" =
size=3D\""+o3_textsize+"\">"+text+"</font></td></tr></table></td></tr></t=
able>"; set_background(""); return txt;}=0A=
function ol_content_caption(text, title, close){closing=3D""; =
closeevent=3D"onMouseOver"; if(o3_closeclick=3D=3D1) =
closeevent=3D"onClick"; if(o3_capicon !=3D"") o3_capicon=3D"<img =
src=3D\""+o3_capicon+"\" /> "; if(close !=3D""){if(o3_css=3D=3DCSSCLASS) =
closing=3D"<td align=3D\"RIGHT\"><a href=3D\"/\" =
"+closeevent+"=3D\"return cClick();\" =
class=3D\""+o3_closefontclass+"\">"+close+"</a></td>"; =
if(o3_css=3D=3DCSSSTYLE) closing=3D"<td align=3D\"RIGHT\"><a =
href=3D\"/\" "+closeevent+"=3D\"return cClick();\" style=3D\"color: =
"+o3_closecolor+"; font-family: "+o3_closefont+"; font-size: =
"+o3_closesize+o3_closesizeunit+"; text-decoration: =
"+o3_closedecoration+"; font-weight: "+o3_closeweight+"; =
font-style:"+o3_closestyle+";\">"+close+"</a></td>"; =
if(o3_css=3D=3DCSSOFF) closing=3D"<td align=3D\"RIGHT\"><a href=3D\"/\" =
"+closeevent+"=3D\"return cClick();\"><font =
color=3D\""+o3_closecolor+"\" face=3D\""+o3_closefont+"\" =
size=3D\""+o3_closesize+"\">"+close+"</font></a></td>";}if(o3_css=3D=3DCS=
SCLASS) txt=3D"<table width=3D\""+o3_width+"\" border=3D\"0\" =
cellpadding=3D\""+o3_border+"\" cellspacing=3D\"0\" =
class=3D\""+o3_bgclass+"\"><tr><td><table width=3D\"100%\" =
border=3D\"0\" cellpadding=3D\"0\" cellspacing=3D\"0\"><tr><td><div =
class=3D\""+o3_captionfontclass+"\">"+o3_capicon+title+"</div></td>"+clos=
ing+"</tr></table><table width=3D\"100%\" border=3D\"0\" =
cellpadding=3D\"2\" cellspacing=3D\"0\" =
class=3D\""+o3_fgclass+"\"><tr><td valign=3D\"TOP\"><div =
class=3D\""+o3_textfontclass+"\">"+text+"</div></td></tr></table></td></t=
r></table>"; if(o3_css=3D=3DCSSSTYLE) txt=3D"<table =
width=3D\""+o3_width+"\" border=3D\"0\" cellpadding=3D\""+o3_border+"\" =
cellspacing=3D\"0\" style=3D\"background-color: "+o3_bgcolor+"; =
background-image: url("+o3_bgbackground+"); height: =
"+o3_height+o3_heightunit+";\"><tr><td><table width=3D\"100%\" =
border=3D\"0\" cellpadding=3D\"0\" cellspacing=3D\"0\"><tr><td><font =
style=3D\"font-family: "+o3_captionfont+"; color: "+o3_capcolor+"; =
font-size: "+o3_captionsize+o3_captionsizeunit+"; font-weight: =
"+o3_captionweight+"; font-style: =
"+o3_captionstyle+";\">"+o3_capicon+title+"</font></td>"+closing+"</tr></=
table><table width=3D\"100%\" border=3D\"0\" cellpadding=3D\"2\" =
cellspacing=3D\"0\" style=3D\"color: "+o3_fgcolor+"; background-color: =
"+o3_fgcolor+"; height: "+o3_height+o3_heightunit+";\"><tr><td =
valign=3D\"TOP\"><font style=3D\"font-family: "+o3_textfont+"; color: =
"+o3_textcolor+"; font-size: "+o3_textsize+o3_textsizeunit+"; =
text-decoration: "+o3_textdecoration+"; font-weight: "+o3_textweight+"; =
font-style:"+o3_textstyle+"\">"+text+"</font></td></tr></table></td></tr>=
</table>"; if(o3_css=3D=3DCSSOFF) txt=3D"<table width=3D\""+o3_width+"\" =
border=3D\"0\" cellpadding=3D\""+o3_border+"\" cellspacing=3D\"0\" =
"+o3_bgcolor+" "+o3_bgbackground+" "+o3_height+"><tr><td><table =
width=3D\"100%\" border=3D\"0\" cellpadding=3D\"0\" =
cellspacing=3D\"0\"><tr><td><B><font color=3D\""+o3_capcolor+"\" =
face=3D\""+o3_captionfont+"\" =
size=3D\""+o3_captionsize+"\">"+o3_capicon+title+"</font></B></td>"+closi=
ng+"</tr></table><table width=3D\"100%\" border=3D\"0\" =
cellpadding=3D\"2\" cellspacing=3D\"0\" "+o3_fgcolor+" =
"+o3_fgbackground+" "+o3_height+"><tr><td valign=3D\"TOP\"><font =
color=3D\""+o3_textcolor+"\" face=3D\""+o3_textfont+"\" =
size=3D\""+o3_textsize+"\">"+text+"</font></td></tr></table></td></tr></t=
able>"; set_background(""); return txt;}=0A=
function ol_content_background(text, picture, =
hasfullhtml){if(hasfullhtml){txt=3Dtext;}else{if(o3_css=3D=3DCSSCLASS) =
txt=3D"<table width=3D\""+o3_width+o3_widthunit+"\" border=3D\"0\" =
cellpadding=3D\"0\" cellspacing=3D\"0\" =
height=3D\""+o3_height+o3_heightunit+"\"><tr><td colspan=3D\"3\" =
height=3D\""+o3_padyt+o3_padunit+"\"></td></tr><tr><td =
width=3D\""+o3_padxl+o3_padunit+"\"></td><td valign=3D\"TOP\" =
width=3D\""+(o3_width-o3_padxl-o3_padxr)+o3_padunit+"\"><div =
class=3D\""+o3_textfontclass+"\">"+text+"</div></td><td =
width=3D\""+o3_padxr+o3_padunit+"\"></td></tr><tr><td colspan=3D\"3\" =
height=3D\""+o3_padyb+o3_padunit+"\"></td></tr></table>"; =
if(o3_css=3D=3DCSSSTYLE) txt=3D"<table =
width=3D\""+o3_width+o3_widthunit+"\" border=3D\"0\" cellpadding=3D\"0\" =
cellspacing=3D\"0\" height=3D\""+o3_height+o3_heightunit+"\"><tr><td =
colspan=3D\"3\" height=3D\""+o3_padyt+o3_padunit+"\"></td></tr><tr><td =
width=3D\""+o3_padxl+o3_padunit+"\"></td><td valign=3D\"TOP\" =
width=3D\""+(o3_width-o3_padxl-o3_padxr)+o3_padunit+"\"><font =
style=3D\"font-family: "+o3_textfont+"; color: "+o3_textcolor+"; =
font-size: "+o3_textsize+o3_textsizeunit+";\">"+text+"</font></td><td =
width=3D\""+o3_padxr+o3_padunit+"\"></td></tr><tr><td colspan=3D\"3\" =
height=3D\""+o3_padyb+o3_padunit+"\"></td></tr></table>"; =
if(o3_css=3D=3DCSSOFF) txt=3D"<table width=3D\""+o3_width+"\" =
border=3D\"0\" cellpadding=3D\"0\" cellspacing=3D\"0\" =
height=3D\""+o3_height+"\"><tr><td colspan=3D\"3\" =
height=3D\""+o3_padyt+"\"></td></tr><tr><td =
width=3D\""+o3_padxl+"\"></td><td valign=3D\"TOP\" =
width=3D\""+(o3_width-o3_padxl-o3_padxr)+"\"><font =
face=3D\""+o3_textfont+"\" color=3D\""+o3_textcolor+"\" =
size=3D\""+o3_textsize+"\">"+text+"</font></td><td =
width=3D\""+o3_padxr+"\"></td></tr><tr><td colspan=3D\"3\" =
height=3D\""+o3_padyb+"\"></td></tr></table>";}set_background(picture); =
return txt;}=0A=
function set_background(pic){if(pic=3D=3D""){if(ie4) =
over.backgroundImage=3D"none"; if(ns6) =
over.style.backgroundImage=3D"none";}else{if(ns4){over.background.src=3Dp=
ic;}else if(ie4){over.backgroundImage=3D"url("+pic+")";}else =
if(ns6){over.style.backgroundImage=3D"url("+pic+")";}}}=0A=
function disp(statustext){if( (ns4) || (ie4) || (ns6) =
){if(o3_allowmove=3D=3D0){placeLayer(); showObject(over); =
o3_allowmove=3D1;}}if(statustext =
!=3D""){self.status=3Dstatustext;}}function placeLayer(){var placeX, =
placeY; if(o3_fixx > -1){placeX=3Do3_fixx;}else{winoffset=3D(ie4) ? =
o3_frame.document.body.scrollLeft : o3_frame.pageXOffset; =
if(ie4){iwidth=3Do3_frame.document.body.clientWidth;}if(ns4){iwidth=3Do3_=
frame.innerWidth;}if(ns6){iwidth=3Do3_frame.outerWidth;}if(o3_hauto=3D=3D=
1){if( (o3_x - winoffset) > ((eval(iwidth)) / =
2)){o3_hpos=3DLEFT;}else{o3_hpos=3DRIGHT;}}if(o3_hpos=3D=3DCENTER){placeX=
=3Do3_x+o3_offsetx-(o3_width/2);}if(o3_hpos=3D=3DRIGHT){placeX=3Do3_x+o3_=
offsetx; if( (eval(placeX) + eval(o3_width)) > (winoffset + iwidth) =
){placeX=3Diwidth + winoffset - o3_width; if(placeX < =
0){placeX=3D0;}}}if(o3_hpos=3D=3DLEFT){placeX=3Do3_x-o3_offsetx-o3_width;=
 if(placeX < winoffset){placeX=3Dwinoffset;}}if(o3_snapx > 1){var =
snapping=3DplaceX % o3_snapx; if(o3_hpos=3D=3DLEFT){placeX=3DplaceX - =
(o3_snapx + snapping);}else{placeX=3DplaceX + (o3_snapx - =
snapping);}if(placeX < winoffset){placeX=3Dwinoffset;}}}if(o3_fixy > =
-1){placeY=3Do3_fixy;}else{scrolloffset=3D(ie4) ? =
o3_frame.document.body.scrollTop : o3_frame.pageYOffset; =
if(o3_vauto=3D=3D1){if(ie4){iheight=3Do3_frame.document.body.clientHeight=
;}if(ns4){iheight=3Do3_frame.innerHeight;}if(ns6){iheight=3Do3_frame.oute=
rHeight;}iheight=3D(eval(iheight)) / 2; if( (o3_y - scrolloffset) > =
iheight){o3_vpos=3DABOVE;}else{o3_vpos=3DBELOW;}}if(o3_vpos=3D=3DABOVE){i=
f(o3_aboveheight=3D=3D0){var divref=3D(ie4) ? =
o3_frame.document.all['overDiv'] : over; o3_aboveheight=3D(ns4) ? =
divref.clip.height : divref.offsetHeight;}placeY=3Do3_y - =
(o3_aboveheight + o3_offsety); if(placeY < =
scrolloffset){placeY=3Dscrolloffset;}}else{placeY=3Do3_y + =
o3_offsety;}if(o3_snapy > 1){var snapping=3DplaceY % o3_snapy; =
if(o3_aboveheight > 0 && o3_vpos=3D=3DABOVE){placeY=3DplaceY - (o3_snapy =
+ snapping);}else{placeY=3DplaceY + (o3_snapy - snapping);}if(placeY < =
scrolloffset){placeY=3Dscrolloffset;}}}repositionTo(over, placeX, =
placeY);}function mouseMove(e){if( (ns4) || (ns6) ){o3_x=3De.pageX; =
o3_y=3De.pageY;}if(ie4){o3_x=3Devent.x; =
o3_y=3Devent.y;}if(ie5){o3_x=3Devent.x+o3_frame.document.body.scrollLeft;=
 =
o3_y=3Devent.y+o3_frame.document.body.scrollTop;}if(o3_allowmove=3D=3D1){=
placeLayer();}}function cClick(){hideObject(over); o3_showingsticky=3D0; =
return false;}function compatibleframe(frameid){if(ns4){if(typeof =
frameid.document.overDiv=3D=3D'undefined'){return false;}}else =
if(ie4){if(typeof =
frameid.document.all["overDiv"]=3D=3D'undefined'){return false;}}else =
if(ns6){if(frameid.document.getElementById('overDiv')=3D=3Dnull){return =
false;}}return true;}function layerWrite(txt){txt +=3D"\n"; if(ns4){var =
lyr=3Do3_frame.document.overDiv.document; lyr.write(txt); =
lyr.close();}else =
if(ie4){o3_frame.document.all["overDiv"].innerHTML=3Dtxt;}else =
if(ns6){range=3Do3_frame.document.createRange(); =
range.setStartBefore(over); =
domfrag=3Drange.createContextualFragment(txt); while =
(over.hasChildNodes()){over.removeChild(over.lastChild);}over.appendChild=
(domfrag);}}function =
showObject(obj){if(ns4){obj.visibility=3D"show";}else =
if(ie4){obj.visibility=3D"visible";}else =
if(ns6){obj.style.visibility=3D"visible";}}function =
hideObject(obj){if(ns4){obj.visibility=3D"hide";}else =
if(ie4){obj.visibility=3D"hidden";}else =
if(ns6){obj.style.visibility=3D"hidden";}if(o3_timerid > =
0){clearTimeout(o3_timerid);}if(o3_delayid > =
0){clearTimeout(o3_delayid);}o3_timerid=3D0; o3_delayid=3D0; =
self.status=3D"";}function repositionTo(obj,xL,yL){if( (ns4) || (ie4) =
){obj.left=3DxL; obj.top=3DyL;}else if(ns6){obj.style.left=3DxL + "px"; =
obj.style.top=3DyL+ "px";}}function =
opt_FRAME(frm){o3_frame=3Dcompatibleframe(frm) ? frm : ol_frame; if( =
(ns4) || (ie4 || (ns6)) =
){if(ns4){over=3Do3_frame.document.overDiv;}if(ie4){over=3Do3_frame.overD=
iv.style;}if(ns6){over=3Do3_frame.document.getElementById("overDiv");}}re=
turn 0;}function opt_FUNCTION(callme){o3_text=3Dcallme(); return 0;}=0A=
function =
vpos_convert(d){if(d=3D=3D0){d=3DLEFT;}else{if(d=3D=3D1){d=3DRIGHT;}else{=
d=3DCENTER;}}return d;}function dts(d,text){o3_hpos=3Dvpos_convert(d); =
overlib(text, o3_hpos, CAPTION, "");}function dtc(d,text, =
title){o3_hpos=3Dvpos_convert(d); overlib(text, CAPTION, title, =
o3_hpos);}function stc(d,text, title){o3_hpos=3Dvpos_convert(d); =
overlib(text, CAPTION, title, o3_hpos, STICKY);}function =
drs(text){dts(1,text);}function drc(text, =
title){dtc(1,text,title);}function =
src(text,title){stc(1,text,title);}function =
dls(text){dts(0,text);}function dlc(text, =
title){dtc(0,text,title);}function =
slc(text,title){stc(0,text,title);}function =
dcs(text){dts(2,text);}function dcc(text, =
title){dtc(2,text,title);}function scc(text,title){stc(2,text,title);}
------=_NextPart_000_0000_01C77EA7.6A1F68B0
Content-Type: multipart/alternative;
	boundary="----=_NextPart_001_000D_01C77EA7.6A2694A0"


------=_NextPart_001_000D_01C77EA7.6A2694A0
Content-Type: text/html;
	charset="iso-8859-1"
Content-Transfer-Encoding: quoted-printable
Content-Location: http://swim-site.org/

<!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0 Frameset//EN">
<!--urlfwd3-e--><HTML><HEAD><TITLE>Salt Water Intrusion Meeting =
website</TITLE>
<META http-equiv=3DContent-Type content=3D"text/html; =
charset=3Diso-8859-1">
<META=20
content=3D"groundwater hydrogeology salt water intrusion coastal =
aquifers variable density SWIM"=20
name=3DKeywords>
<META content=3D"Website of the Salt Water Intrusion Meeting" =
name=3DDescription>
<META content=3D"MSHTML 6.00.6000.16414" =
name=3DGENERATOR></HEAD><FRAMESET border=3D0=20
frameSpacing=3D0 rows=3D100%,* frameBorder=3D0><FRAME name=3DMYTOPFRAME=20
src=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimswi=
ca_abstracts&amp;choosed_language=3Deng"=20
noResize><NOFRAMES></NOFRAMES></FRAMESET></HTML>

------=_NextPart_001_000D_01C77EA7.6A2694A0
Content-Type: application/octet-stream
Content-Transfer-Encoding: quoted-printable
Content-Location: http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=swimswica_abstracts&choosed_language=eng

<!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.01 Transitional//EN" =
"http://www.w3c.org/TR/1999/REC-html401-19991224/loose.dtd">
<HTML lang=3Den dir=3Dltr xml:lang=3D"en"=20
xmlns=3D"http://www.w3.org/1999/xhtml"><HEAD><TITLE>Conference =
Abstracts</TITLE>
<META http-equiv=3DContent-Type content=3D"text/html; =
charset=3Diso-8859-1">
<META content=3D0 name=3Daiocp_level>
<META content=3D"SWIM-SWICA: List of Conference Abstracts" =
name=3Ddescription>
<META content=3D"" name=3Dauthor>
<META content=3D"" name=3Dreply-to>
<META content=3D"swim-swica, Conference Programme, abstracts" =
name=3Dkeywords><LINK=20
href=3D"/w3c/p3p.xml" rel=3DP3Pv1><LINK=20
href=3D"http://www.ditunica.it/public/styles/swimswica.css" =
type=3Dtext/css=20
rel=3Dstylesheet>
<META content=3D"MSHTML 6.00.6000.16414" name=3DGENERATOR></HEAD>
<BODY>
<DIV=20
style=3D"LEFT: 0px; WIDTH: 750px; POSITION: absolute; TOP: 0px; HEIGHT: =
180px"><A=20
title=3D"SWIM-SWICA Homepage"=20
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica"><IMG=20
height=3D180 alt=3D"1st SWIM-SWICA" hspace=3D0=20
src=3D"http://www.ditunica.it/pagefiles/swimswica_header_750x180.png" =
width=3D750=20
border=3D0></A></DIV>
<DIV style=3D"LEFT: 175px; POSITION: absolute; TOP: 181px">
<H1>Conference Abstracts</H1><!-- overLIB =
=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D -->
<DIV id=3DoverDiv=20
style=3D"Z-INDEX: 1000; VISIBILITY: hidden; POSITION: absolute"></DIV>
<SCRIPT language=3DJavaScript=20
src=3D"http://www.ditunica.it/shared/jscripts/overlib_aiocp.js"=20
type=3Dtext/javascript></SCRIPT>
<!-- END overLIB =
=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D=3D -->
<DIV class=3Dtextmenubar>
<UL>
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#oral">ORAL=20
  PRESENTATIONS</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#posters">POSTERS</A>=20
  </LI></UL></DIV><BR><A id=3Doral name=3Doral></A>
<H2>ORAL PRESENTATIONS</H2>
<DIV class=3Dtextmenubar>
<UL>
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#casestudies">Modeling:=20
  Case Studies</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#elucidate">Modeling=20
  to Elucidate Processes</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#hicsi">Human=20
  Impacts Causing Seawater Intrusion</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#modtech">Modeling:=20
  Techniques</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#karst">Intrusion=20
  in Karst Aquifers</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#intsedaq">Intrusion=20
  in Sedimentary Aquifers</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#subgrd">Submarine=20
  Groundwater Discharge</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#intbarr">Intrusion=20
  Barriers</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#geoph">Geophysics</A>=20
  </LI></UL></DIV><BR><BR><BR><A id=3Dcasestudies =
name=3Dcasestudies></A>
<H3>Modeling: Case Studies</H3><BR>
<H4><EM>SWIMED Consortium (Lecca G)</EM><BR><STRONG>Overview of the =
scientific=20
results of the EU INCO project Sustainable Water management In =
Mediterranean=20
coastal aquifers (SWIMED)</STRONG></H4>
<P>The SWIMED project (Jan 2003-Jun 2006) has been an attempt to assess =
all the=20
technical and scientific requirements in the framework of an Integrated=20
Saltwater Intrusion Management and Monitoring, i.e. the steps involved =
in data=20
collection and organisation, monitoring, mathematical modelling, =
simulation and=20
associated computer tools, and implementation for optimal aquifer =
exploitation=20
and artificial recharge under seawater intrusion constraints.The general =

objectives of the project were: (1) development of an integrated =
approach=20
coupling models to GIS, (2) optimisation aspects while considering =
effects of=20
artificial recharge and seawater intrusion for sustainable water =
resources=20
management in coastal groundwater systems, (3) development of =
appropriate=20
databases linked to GIS systems for a better visualisation of field =
sites data=20
sets, (4) determination of the optimal conditions for artificial =
recharge and=20
aquifer water management under seawater intrusion stress with =
application to=20
selected sites in some coastal Mediterranean areas, (5) strengthening =
scientific=20
and technological cooperation of the partner institutions in north and =
south=20
Mediterranean countries, and research capacity building. The main =
achieved=20
results of the project can be summarized as water resources management =
scenarios=20
based on site characterization and advanced software tools (GIS/DB and =
seawater=20
intrusion/optimization models) for the sites: (1) The R=EDo Velez =
alluvial coastal=20
aquifer (Andalusia, Spain); (2) The Akrotiri coastal aquifer in Cyprus; =
(3) The=20
Souss coastal aquifer near the city of Agadir (Morocco); (4) The Gaza =
coastal=20
aquifer (Gaza Strip, Palestine); (5) The Cap Bon coastal aquifer near =
the city=20
of Tunis (Tunisia); (6) The Muravera-Flumendosa coastal aquifer =
(Sardinia,=20
Italy).The work aims at giving an overview of SWIMED project =
achievements by=20
means of a description of the proposed integrated approach and its =
computer=20
implementation for selected sites, to facilitate comparative analysis =
between=20
coastal aquifers in the Mediterranean basin and promote further research =
and=20
application. Among the issues that will be covered are the =
implementation=20
criteria for monitoring networks based on field investigation, the =
impact of the=20
exploitation rate uncertainty on seawater intrusion by means of =
stochastic=20
modelling, the calibration of a 3D groundwater model, and the numerical=20
assessment of seawater intrusion in aquifer systems.</P>
<H4><EM>Allen DM, Liteanu E</EM><BR><STRONG>Long-Term Dynamics Of The=20
Saltwater-Freshwater Interface On The Gulf Islands, British Columbia,=20
Canada</STRONG></H4>
<P>Transient density-dependent flow and solute transport simulations =
were=20
carried out for Saturna Island, Gulf Islands, southwest British =
Columbia, Canada=20
using USGS SUTRA to model the behaviour of the freshwater-saltwater =
interface=20
over the last 12,000 years. Previous groundwater chemistry sampling =
indicated=20
that cation exchange, whereby Ca-HCO3 rich freshwater exchanges with Na, =
is a=20
dominant chemical mechanism affecting the interaction of groundwater and =
the=20
bedrock aquifer. While Na-enriched water is present in groundwater =
throughout=20
most of the island, at depth and near the coast, there are higher =
concentrations=20
of Cl, which is consistent with the presence of a saltwater wedge. The =
origin of=20
Na is speculated to originate from remnant seawater, which was =
introduced (along=20
with Cl) into the rock sequence during the Pleistocene when the islands =
were=20
submerged. Isostatic rebound, following submergence, has removed Cl, by =
flushing=20
the aquifer with fresh (HCO3 rich) infiltrating groundwater. The Na has =
largely=20
remained in place because of sorption to clay minerals, but is now being =

released as fresh water continues to infiltrate. This study aimed =
firstly to=20
test the hypothesis that a 1,000 year period (between ice retreat and=20
post-glacial rebound roughly 12,000 years ago) was sufficient to result =
in at=20
least partial saturation of the island with seawater. Secondly, the =
study aimed=20
to test if chloride has had sufficient time to be removed from shallow =
and=20
intermediate aquifer depths, and be at higher concentrations at depth =
near the=20
coast. Simulation results show that, considering the approximations used =
for=20
defining both the hydraulic properties of the aquifer and the amount of =
recharge=20
to the aquifer, the conceptual model is consistent with the Pleistocene =
sea=20
level history for the area. Saltwater is able to intrude and "saturate" =
the=20
aquifer over a period of roughly 500-1000 years, and the current Cl =
distribution=20
is consistent with that predicted by the model.</P>
<H4><EM>Kerrou J, Renard P, Lecca G</EM><BR><STRONG>A Geostatistical =
Model Of=20
Exploitation Rates And Its Impact On Sea-Water Intrusion In The Korba =
Aquifer=20
(Tunisia)</STRONG></H4>
<P>The Cape Bon peninsula, located 50 km South-East of Tunis, is one of =
the most=20
productive agricultural areas in Tunisia. At the same time, it is =
suffering=20
heavily from water scarcity and salinization due to seawater intrusion =
in the=20
Korba aquifer. Although the local water management authority developed=20
alternative freshwater sources by means of dams and surface water =
irrigation=20
systems, farmers still need to exploit groundwater resources, due to the =
large=20
variability of climatic conditions. In 1996, the Korba aquifer was =
exploited by=20
7300 wells for a total amount of 50,106 m3. World Bank analysis shows =
that=20
agricultural productivity levels are still increasing while available =
water=20
resources are already fully exploited, prospecting major water problems =
in the=20
next decade. Groundwater balance estimates in the area show that one of =
the=20
major sources of uncertainty is the evaluation of the aquifer =
exploitation.=20
Indeed, no precise information is recorded by the local authority and =
farmers=20
regarding actual extraction rates and their time evolution. In addition, =
the=20
well distribution in the plain is particularly dense towards the coast,=20
determining a withdrawal distribution, which tends to accentuate the =
seawater=20
intrusion. Knowledge of spatial and temporal exploitation distribution =
is=20
crucial to understand the dynamic of the aquifer, to model the seawater=20
intrusion and to investigate optimal management scenarios. In this =
paper, we=20
present a multivariate analysis aiming to reduce the uncertainty in the=20
estimation of the exploitation rates using indirect information =
including: crop=20
survey, surface water irrigation records, remote sensing of actual=20
evapotranspiration rates, and groundwater levels. Using this =
complementary data,=20
a geostatistical model of exploitation rates is reconstructed. Due to =
the=20
density of the wells in the coastal area, extractions are simulated on a =
regular=20
grid. This requires an adequate change of support (block-simulation). =
Then the=20
impact of the exploitation uncertainty on the sea-water intrusion is =
evaluated=20
with Monte Carlo simulations, based on a 3D density-dependent =
groundwater flow=20
and salt transport model. Acknowledgements. This work is financed by the =
EC INCO=20
SWIMED project contract no. ICA3-2001-20004 and by the Sardinia Regional =

Authorities (L.R. 19/96 International Cooperation for development).</P>
<H4><EM>Gaaloul N, Cheng AHD, El Heni M, Mechergui M =
</EM><BR><STRONG>Using=20
Groundwater Flow Model for the potentiality of the Sustainable Aquifer=20
ManagemCase ent Study: the Grombalia aquifer (Cap Bon, Northern=20
Tunisia)</STRONG></H4>
<P>This study examines an approach for planning groundwater development =
in=20
coastal aquifers. The seawater intrusion is controlled through a series =
of=20
barrier extraction wells. The multi-objective management problem is cast =
as a=20
nonlinear, nonconvex combinatorial model and is solved using a coupled=20
simulation=96optimization approach. A density-dependent groundwater flow =
and=20
transport model, SEAWAT is used for simulating the dynamics of seawater=20
intrusion. The Simulated Annealing algorithm is used for solving the=20
optimization problem. The physical characteristics of the coastal =
aquifer of=20
Grombalia in the Cap Bon in the North of Tunisia, were determined by =
using GMS=20
software MODFLOW Code. This was helped in the quantification of the =
aquifer=20
inflows and discharges as well as to the aquifer sustainability =
management,=20
especially in the interaction between the Upper and Lower Aquifers for =
the area.=20
The utility of the study is demonstrated through a trade-off curve =
between=20
prioritizing groundwater development and controlling seawater intrusion =
at=20
desired levels. Key words: Modeling, Groundwater Management, Seawater =
intrusion,=20
Grombalia, Tunisia.</P>
<H4><EM>Nienhuis P, Kamps P, Schaars F</EM><BR><STRONG>Amsterdam Water =
Supply=20
Dunes: Historical Field Data 1904-2004 Used to Validate 100 Years =
Movement of=20
Salt/Fresh Water Interface Simulated with the SWI-package</STRONG></H4>
<P>The Amsterdam water Supply dune area in the W-part of the Netherland =
has been=20
used since 1853 for production of drinking water for Amsterdam. The =
water is=20
contained in a fresh water lens fed by recharge from precipitation in an =

otherwise salt/brackish multi-aquifer system. Abstraction commenced =
using=20
dedicated canals, later on (starting early 20 <SUP>th</SUP> century) =
using wells=20
tapping deeper aquifers. As a consequence of the abstraction the fresh =
water=20
lens became smaller, to recover only after the late 1950s when =
artificial=20
replenishment with prepurified Rhine river water started. The response =
time of=20
the system to changes in hydrological regime probably lies in the order =
of=20
centuries, based on estimates by Bakker (1981) of the time needed for =
the fresh=20
water lens to have been formed. <BR><BR>The archives of Amsterdam Water =
Supply=20
and of the municipality of Amsterdam contain a wealth of historical data =
about=20
the dunes and the hydrology, some dating back to the very start of the=20
abstraction. The monitoring programme has been expanded continuously =
ever since=20
1853, presently incorporating some 1700 piezometers in the dune area =
proper and=20
numerous others in surrounding areas, plus many chemical analyses, =
salinity,=20
water balance and meteorological data. All data from after 1974 are all=20
available in digital form. It is intended to have all data digitally =
available=20
to be able to use them for simulation of the entire abstraction history =
from=20
1853 to present. <BR>As data are available spanning a similar period, =
the=20
Amsterdam Water Supply dune area is one of the perhaps very few areas in =
the=20
world where salt/fresh groundwater model codes can be verified and =
validated=20
using simulation times approaching the actual system response time. =
Amsterdam=20
Water Supply itself needs properly verified model codes and validated =
models to=20
allow reliable simulations of long-term future abstraction and =
groundwater=20
management scenarios. <BR>
<P>As an example of the use of these data an attempt has been made to =
validate=20
the current transient groundwater model AMWADU (Kamps and Schaars, =
2006), which=20
was calibrated for the period 1990-2005, by simulating the salt/fresh =
interface=20
movements in the period 1904 =96 2004. A number of historical data have =
been=20
digitized and historical salt/fresh interface positions inferred from =
chemical=20
analyses and salinity data of samples from piezometers; the earliest =
reasonably=20
complete 3-dimensional overview of the interface was from 1925, and =
sparse data=20
were available for 1904. The starting position of the salt/fresh =
interface in=20
1904 was inferred by extrapolating the initially simulated salt/fresh =
interface=20
movement vectors for the year 1925 back in time to 1904. <BR>
<P>The results of several model runs show that (1) the system is very =
sensitive=20
for perturbations in hydrological build-up and initial position of the=20
salt/fresh interface (or rather: initial amount of fresh water in the =
system);=20
(2) a reasonable fit is obtained in places where the historical =
positions of the=20
interface are fairly well documented; (3) the simulation results do not =
properly=20
fit historical data where little information is present and the =
historical=20
interface positions are uncertain, e.g. especially along the =
coast.<BR>The most=20
important conclusion to be drawn from this study is that for long term=20
simulations for e.g. climate change, salt/fresh interface movements =
should to be=20
taken into account explicitly because of the delicate equilibrium of the =

salt/fresh groundwater system as apparent from the simulation runs.</P>
<H4><EM>Schneider A, Fein E</EM><BR><STRONG>Modelling Freshwater Lenses =
And=20
Seawater Intrusion Using D3f And R3t</STRONG></H4>
<P>Monitoring and protection of the water quality in freshwater lenses =
is an=20
important part of public precaution for many islands. For that reason it =
is=20
important to achieve an improved comprehension on the influences of =
several=20
processes on the development of freshwater lenses. Simulation works are =
carried=20
out to model the freshwater lense of the East Frisian Island Langeoog. =
The=20
modelled domain extends over 2 km x 1.4 km x 70 m and is situated in the =
central=20
part of the island, where the abstraction wells of the water works are =
located.=20
The model consists of six layers. The Lauenburg Clay, covering the =
western part=20
of the basement, is covered by Pleistocene sands and two thin layers of =
silt=20
within sands of tidal flat and dune sands. First the development of the=20
freshwater lense to its present extention is modelled using the =
software-package=20
d3f. In a second step fresh water abstraction is taken into account. =
Finally,=20
several scenarios are regarded, such as an increased water abstraction =
and an=20
intrusion of sea water by flooding. The transport of chloride- and=20
potassium-ions is modelled with help of r3t, based on the velocity =
fields=20
provided by d3f. d3f (distributed density driven flow) is a software =
package for=20
the modelling of groundwater flow with variable density through large,=20
three-dimensional, and hydrogeologically complex areas. It is based on =
finite=20
volume methods on unstructured grids, a BiCGStab-algorithm, and linear =
multigrid=20
techniques. r3t (radionuclides, reaction, retardation, and transport) is =
a=20
program for the modelling of pollutant or radionuclide transport and =
specific=20
retention processes such as equilibrium and kinetically controlled =
sorption,=20
diffusion into immobile pore waters, and precipitation. These two =
software=20
packages can be run both on workstations and massively parallel =
computers.</P>
<H4><EM>Barbieri M, Alcolea A, Bea SA, Carrera J, Castro=20
E</EM><BR><STRONG>Geostatistical Modelling Of A Coastal Aquifer Using =
The=20
Response To Tidal Fluctuations As Calibration Data </STRONG></H4>
<P>Head fluctuations at coastal wells caused by tidal fluctuations may =
be a=20
cheap way to provide aquifer scale effective hydraulic diffusivity and=20
heterogeneity patterns. In this work, we present the methodology to do =
it both=20
for ideal conditions (homogeneous, straight coastline), using analytical =

solutions, and general heterogeneous conditions, using geostatistical =
inversion.=20
We apply the methodology to hydrogeological modelling of a small =
contaminated=20
zone near the coast of Tarragona (Spain). Characterization of hydraulic=20
properties is a necessary step for the posterior remediation design. The =
aquifer=20
is composed by a high-conductive anthropogenic filling, placed over a =
quaternary=20
gravel conglomerate; an important peculiarity of the studied area is the =

presence of shallow artificial structures which affect groundwater flow =
and=20
contaminant transport. The resulting heterogeneity of hydraulic =
properties=20
suggested the choice of a geostatistical model. The response to =
sea-level=20
fluctuations provided a broad coverage of the area of study and was used =
as=20
calibration data, jointly with the response to two injection tests. The =
three=20
data sets were analyzed simultaneously by means of a modification of the =
pilot=20
points method, which allows accommodating complex heterogeneity patterns =
and=20
seeks both model fit and plausible estimation. The resulting model =
yields=20
excellent fit of not only head data, but also concentration data that =
had not=20
been used during calibration.</P>
<H4><EM>Johansson M, Widing S, Leander B, Persson =
KM</EM><BR><STRONG>Groundwater=20
Model, Mike She, Of The Saltwater Distribution In Alnarpsstr=F6mmen, =
South=20
Sweden</STRONG></H4>
<P>Groundwater model, MIKE SHE, of the saltwater distribution in=20
Alnarpsstr=F6mmen, south Sweden Mattis Johansson 1), Sven Widing2), Bo =
Leander1)=20
and Kenneth M Persson1) 1) SWECO VIAK AB Box 286 201 22 MALM=D6 Sweden =
2) City of=20
Malm=F6 Malm=F6 Water and Wastewater works 205 80 MALM=D6 Sweden e-mail =
addresses:=20
mattis.johansson@sweco.se; bo.leander@sweco.se; =
kenneth.m.persson@sweco.se and=20
sven.widing@malmo.se The most important groundwater supply for the city =
of=20
Malm=F6, south Sweden, is a well area called Grevie, situated in the =
confined=20
aquifer of Alnarpsstr=F6mmen. The wells have been in operation for 106 =
years=20
producing approximately 200 l/s drinking water mainly for the city of =
Malm=F6.=20
Groundwater levels, geology and ground=ACwater chemistry have recently =
been=20
investigated thoroughly, allowing the development of regional and local =
models=20
in the software MIKE SHE. The model consists of three different models =
built as=20
finite difference, FD, models. Each model has a number of quadratic =
cells, with=20
3 different degrees of reso=AClution: 1200m, 400m and 200m. Results from =
a coarse=20
model grid can be extracted into boundary conditions for the subsequent =
finer=20
models. The number of cells in each model are 4323, 15675 respectively =
20601.=20
Besides the city of Malm=F6 there are a number of communities, =
industries and=20
farmers using the same groundwater resource. The model aim has been to =
create a=20
dynamic planning tool for all of these communities. Problems regarding =
salt=20
water intrusion due to excessive groundwater discharge, water protection =
areas,=20
groundwater regeneration areas and salting or refreshing water flow =
transport=20
calculations have been illustrated and quantified. The work with the =
model aims=20
also to develop useful tools when adopting the proposed groundwater =
directive=20
COM(2003)550 to Swedish rules. The results are at present used for =
identifying a=20
more correct influence area for the Grevie wells, and will also be used =
for=20
calculating the maximum allowed production volume in the area.</P><BR><A =

id=3Delucidate name=3Delucidate></A>
<H3>Modeling to Elucidate Processes</H3><BR>
<H4><EM>Dagan G</EM><BR><STRONG>Transverse Mixing At Fresh-Water =
Salt-Water=20
Interfaces: An Unresolved Issue</STRONG></H4>
<P>Transverse dispersion is the main mechanism of mixing between =
salt-water=20
beneath an interface and the flowing fresh-water above it. It is =
responsible for=20
the existence of a mixing zone and the entrainment of fluid from the =
salt water=20
body. The latter influences the sea outflows in coastal aquifers and the =

salinization of wells pumping above an interface. Still, the values =
adopted in=20
models of interface flow for transverse dispersivity are quite =
arbitrary. A=20
review of the literature on the subject which focuses on the few, but =
highly=20
relevant, field data is presented. The provisory conclusion is that =
actual field=20
values of transverse dispersivity are smaller than usually assumed in =
numerical=20
models. Theoretical and experimental approaches to further elucidate the =
matter=20
are proposed.</P>
<H4><EM>Yechieli Y, Kafri U, Sivan O</EM><BR><STRONG>The interrelation =
between=20
the sea and the coastal aquifer, deduced from analyses of radioactive=20
isotopes</STRONG></H4>
<P>The rate of seawater intrusion is a major problem in management of =
coastal=20
aquifers. This rate is usually monitored in observation and pumping =
wells in=20
which the rise in salinity is interpretive as seawater intrusion. The =
present=20
study used radioactive isotopes in order to get a direct estimate of =
this rate=20
by dating both fresh and saline groundwater in the coastal aquifer of =
Israel.=20
The radioactive isotopes were used also to determine the connection =
among the=20
different sub-aquifers and between them and the sea. Groundwaters from =
the=20
vicinity of the shoreline were analyzed for their C-14 and tritium =
content,=20
together with their chemical and stable isotope composition. The results =

indicate the following: 1) There are several distinct sub-aquifers in =
the=20
coastal aquifer near the shoreline, differing in their heads, water =
chemistry=20
and age. 2) The age of intruding seawater is expected to be younger in =
the upper=20
sub-aquifer, due to the rise of sea level since the last glacial period. =
Indeed,=20
the saline groundwaters in the lower sub-aquifers are older than ca =
10,000 years=20
(no tritium and C-14 of &lt;12 PMC), while in the upper sub-aquifers =
they are=20
younger than 50 years (contain tritium), indicating recent seawater =
intrusion.=20
3) In most cases, groundwaters in the lower sub-aquifers were found to =
be fresh=20
and old. This implies that the flow to the sea in these sub-aquifers is =
blocked=20
or restricted. This old water can serve as an emergency reservoir since =
it is=20
unlikely to be polluted. 4) In few cases, young fresh waters were found =
in the=20
lower sub-aquifers, implying on faster flow to the sea or alternatively =
through=20
the upper sub-aquifers. 5) Spatial mapping of the groundwater ages in =
the=20
coastal aquifer can assist in calibration of hydrological =
simulations.</P>
<H4><EM>Carey H, Li L, Werner A, Murphy S, Lockington=20
D</EM><BR><STRONG>Influences Of Macro-Tidally Derived Watertable =
Over-Height On=20
A Coastal Aquifer, Pioneer Valley Aquifer, Queensland, =
Australia</STRONG></H4>
<P>The Pioneer Valley in Northern Queensland, Australia is host to one =
of=20
Queensland's largest sugar producing regions. The Department of Natural=20
Resources and Mines (DNRM), under the auspices of the Queensland =
government, has=20
undertaken numerical modelling of surface and groundwater systems to =
assist in=20
resource management. The coastal periphery of the aquifer forms one of =
the=20
largest numerical boundaries in the groundwater models (over 40 =
kilometres in=20
extent). Current boundary conditions are fixed arbitrary hydraulic =
heads,=20
elevated from Mean Sea Level (MSL). The models do not consider dynamic =
or time=20
averaged tidal boundary conditions. Of significance is the influence of =
a=20
semi-diurnal macro-tidal regime in the order of six metres range. =
Therefore the=20
use of dynamic boundary conditions is required to appropriately simulate =
the=20
near shore groundwater processes. Of interest to resource managers are =
the=20
effects of non-linearity and beach slope which generate a varying =
watertable=20
over-height across the coastal boundary (Nielsen 1990). This watertable=20
over-height represents the time averaged effects of tides on the =
hydraulic head=20
at the coastal boundary which can influence the regional groundwater =
flow. It=20
has been shown that the 1D Boussinesq solution (Nielsen 1990; Li et al. =
2000),=20
in a homogenous system, is capable of describing the sloping beach face =
as a=20
highly non-linear filter with subsequent effects on the watertable. Due =
to the=20
extents of the Pioneer Valley aquifer's coastal boundary, variations in =
beach=20
morphology may affect the regional groundwater flow through variations =
of=20
over-height along the coast. This paper presents the results of field=20
investigations as well as numerical simulations that aim to better =
quantify the=20
coastal margin of the Pioneer Valley aquifer. This can provide greater =
lucidity=20
to replicating near shore hydraulic processes, which can then be applied =
to the=20
coastal boundary conditions of numerical modelling for regional =
groundwater flow=20
in the Pioneer Valley Aquifer. Li, L., D. A. Barry, et al. (2000). =
"Beach water=20
table fluctuations due to spring-neap tides: moving boundary effects." =
Advances=20
in Water Resources 23: 817-824. Nielsen, P. (1990). "Tidal dynamics of =
the=20
watertable in beaches." Water resources research 26: 2127-2134.</P>
<H4><EM>Rohit Goswami R, and Prabhakar T =
Clement</EM><BR><STRONG>Estimating The=20
Mixing Times Of Sinking Dense Plumes Discharged In Freshwater=20
Aquifers</STRONG></H4>
<P>A large volume of seawater was dumped into coastal freshwater systems =
of Sri=20
Lanka by the 2004 tsunami event. The saltwater entered local unconfined =
units by=20
infiltration through the unsaturated zone and also by direct discharge =
into the=20
saturated zone through several open dug wells. This has contaminated =
large=20
volumes of groundwater. A major management question of interest to local =
water=20
agencies in this region is the amount of time required to naturally =
flush out=20
the salt water from the aquifer system. We have completed multiple =
laboratory=20
experiments to simulate the contamination scenario due to a tsunami =
event, and=20
used the observed data along with numerical simulations to address this=20
management question. A 53 cm x 30 cm x 2.7 cm flow tank, packed with a =
uniform=20
porous medium, was used to conduct these experiments. Saltwater (at sea =
water=20
density of 1025 kg/L) was injected from the top of the tank to simulate =
the=20
inundation event due to the tsunami wave. The experiments were conducted =
with=20
and without freshwater flow; the datasets were used to quantitatively =
analyze=20
the effects of ambient flow on stability of the plumes and their sinking =
time.=20
Experiments were completed using two porous media with different =
hydraulic=20
conductivity values. This helped us quantify the effects of media =
conductivity=20
on sinking. During all these experiments, the sinking patterns of =
convection=20
cells were studied and their effect on the transport was recorded. This =
study=20
will present several sets of laboratory experiments. The experimental =
results=20
will also be compared against numerical solutions obtained from a=20
two-dimensional variable-density code developed by our research =
group.</P>
<H4><EM>Andersen MS, Christensen FD, Engesgaard P, Jakobsen R=20
</EM><BR><STRONG>Density Driven Seawater Plumes In A Shallow Aquifer =
Caused By A=20
Flooding Event - Field Observations And Numerical Modeling</STRONG></H4>
<P>The flow and transport processes related to an unstable fluid density =

distribution (i.e. dense seawater on top of less dense freshwater) have =
been=20
studied extensively in the past by numerical modeling and by laboratory=20
experiments. However, there seems to be a disturbing lack of field data=20
describing this complex flow and transport process. Little is therefore =
known=20
about the vulnerability of coastal freshwater aquifers subject to =
seawater=20
flooding and how unstable fluid density distributions in coastal =
freshwater=20
aquifers cause seawater contamination. This study presents spatial and =
temporal=20
field data of the development of dense seawater plumes, following a =
storm=20
flooding, in a shallow coastal freshwater aquifer. The development of =
vertical=20
seawater plumes into the aquifer was monitored by pore water electrical=20
conductivity measurements in a 120 m transect of about 100 piezometers =
and by=20
drive-point continuous vertical resistivity logs (el-logs). The =
locations of the=20
onset of the seawater plumes appear to be controlled by topographical=20
depressions, locations where seawater ponds were observed after the =
flooding.=20
The subsequent downward plume migration caused by the unstable density=20
distribution was found to be highly variable. This variability is =
believed to be=20
caused by the geological heterogeneity, however, much of the variability =
appears=20
to be on a small scale (~ cm), finer than the sampling scale of this =
study. The=20
variable density code SUTRA was used for numerical modeling of the =
seawater=20
plume development into the aquifer. The model largely captures the =
overall=20
trends of plume development and migration velocity observed in the =
field.=20
However, even though the measured medium-scale heterogeneity was =
introduced in=20
the model, it did not adequately describe the complex details in the =
seawater=20
distribution and the patterns of spreading, likely produced by =
small-scale=20
heterogeneities. The results of this study (field and modeling) =
highlight the=20
complexity of how an aquifer, subject to a seawater flooding event, is=20
contaminated by seawater. In turn the results gives insight in the =
vulnerability=20
of coastal freshwater aquifers to catastrophic events such as the recent =

Southeast Asian tsunami in 2004, the extensive flooding of New Orleans =
in 2005=20
due to the hurricane Katrina and lastly the impacts of future sea-level =
rise on=20
coastal aquifers.</P>
<H4><EM>Vandenbohede A, Lebbe L</EM><BR><STRONG>Interaction of the tides =
and=20
shore on the Belgian western coast</STRONG></H4>
<P>The Belgian coastal plain has a wide shore (300-450 width) with a low =
angle=20
dip. It is covered by semi-diurnal tides. The difference between the =
high and=20
low tide is at spring tide approximately 5 m and at neap tide 3 m. =
Additionally,=20
it features a peculiar water quality distribution, which has been =
subject of=20
some former SWIM contributions, with a salt water lens floating above =
fresh=20
water. This dynamical setting is ideally suited to study the interaction =
between=20
tides and the groundwater in a coastal environment with a sloping shore. =
This is=20
done by the time series analyses of hydraulic heads observations made in =

different observation wells and by integrating the observations in a =
density=20
dependent groundwater flow model. Study area is the Nature Reserve =
'Westhoek',=20
situated in the western Belgian coastal plain along the French-Belgian =
border.=20
Hydraulic head measurements in the dunes and on the shore are present. =
Analyses=20
of these data show the propagation and attenuation of the tidal wave in =
the=20
groundwater reservoir. Amplitude becomes smaller and there is lag =
further from=20
the high water line. The tidal wave is not only attenuated laterally in =
the dune=20
area but also vertically. The amplitude of the hydraulic head =
fluctuation is=20
remarkably smaller for a shallow well than for a deeper well. Moreover, =
during a=20
tidal cycle, fluctuation of the water table is negligible. This is due =
to the=20
large storage capacity near the water table. A 2D density dependent =
groundwater=20
flow model using MOCDENS3D was made to simulate the propagation of the =
tides.=20
This was calibrated using the observations. In contrast with the =
observations=20
which provide a discrete view, the model shows the propagation of the =
tidal wave=20
in the complete groundwater reservoir. It illustrates the complex =
interaction=20
between tidally oscillating sea level changes and its response in the=20
groundwater and the general groundwater flow from the dunes towards the =
sea.=20
Shore topography is hereby for instance very important as it determines =
the=20
initial tidal wave which propagates below the shore. Subject of some =
debate of=20
the last SWIM in Cartagena was the question if the tides have some =
influence on=20
the water quality distribution. The model shows that this is not the =
case. The=20
long term boundary conditions such as the mean hydraulic gradient along =
the top=20
of the shore determine this distribution and not the daily tides.</P>
<H4><EM>Schaars F, Bakker M, Kamps P</EM><BR><STRONG>Three-dimensional =
path=20
lines in variable density models with the SWI package</STRONG></H4>
<P>The objective of this presentation is to explain how the Amsterdam =
Water=20
Supply used the Salt/Fresh interface movement during 1903-2004 to =
validate a=20
recently calibrated groundwater model of the Amsterdam Waterworks Dunes =
and to=20
demonstrate the impact of Salt/Fresh interface movement at future =
predictions of=20
ground water table and capture zones. Density driven flow components =
have been=20
modeled using the Salt Water intrusion Package (SWI). For 84 locations =
the=20
computed changes of position of the Salt/Fresh interface in the period =
1903-2004=20
have been compared with positions inferred from chlorine measurements in =

observation wells. The starting position of the interface for 1903 has =
been=20
derived and computed from measurements made in 1925. The model can =
reasonably=20
well simulate the average rise of the Salt/Fresh interface in the entire =
model=20
area, except close to the sea.<BR>As a follow up, various predictions =
have been=20
made of 25- and 100 year capture zones of the water recovery system in =
the AWD.=20
The results have been compared with approximate results inferred using =
method=20
based on the assumption of a stationairy position of the salt fresh=20
interface.</P>
<H4><EM>Cruz A, Cardoso G, Da Silva Jr G</EM><BR><STRONG>Spatial And =
Temporal=20
Hydrochemical Behavior Of Piratininga Coastal Aquifer, Niter=F3i City,=20
Brazil</STRONG></H4>
<P>The city of Niter=F3i is one of the most economically and socially =
developed=20
townships of Brazil. It is located in Rio de Janeiro State, in the =
southeastern=20
portion of the country, and has a population of almost half a million =
people,=20
according to the year 2000 demographic census. The study area comprises =
the=20
Oceanic Area of Niter=F3i, in the sandbanks of Piratininga. It was, =
until the mid=20
1980=B4s, an area of summer houses but nowadays it is mostly occupied by =
permanent=20
residences. The area has been going through a fast demographic growth =
and urban=20
expansion that produced a serious stress over groundwater resources, =
especially=20
from 1980 to the year 2001. Groundwater was the only available source of =
fresh=20
water up to 2002. From this year on, surface water distribution rapidly=20
substituted groundwater as the main supply in the area, and it was =
possible to=20
evaluate the impacts of this change, since the area has been closely =
monitored=20
since 1999. The local aquifer is a shallow sandy aquifer, with a medium =
to=20
coarse grain size, free in hydrogeological character, formed by a =
depositional=20
sequence of beach sandy deposits that area typical in Rio de Janeiro =
State=20
eastern shoreline. It is a good aquifer, with a rapid circulation and =
recharge=20
as shown in previous studies. Those properties, nevertheless, were =
leading that=20
water body to a fast salinization and quality degradation due to human =
impacts.=20
The main objective of this work is to show the results of the =
hydrochemical=20
monitoring carried out to observe the saltwater/freshwater interface=20
accomplished from 1999 to the present, through some chemical indicators' =

concentrations, main ionic ratios and the elaboration of geochemical =
models of=20
saltwater intrusion and aquifer desalination subsequent to pumping =
cease. Water=20
samples were analyzed for the main ions, both before and after year =
2002, and=20
compared with the result of the samples collected and analyzed in 2006. =
It is=20
coincident with two different moments when excessive pumping caused =
major=20
aquifer stress and approximately 4 years after pumping almost ceased to =
exist.=20
Results were interpreted with the aid of the software PHREEQC (Parkhurst =
and=20
Appelo, 2002) to assess plausible scenarios of the salt water wedge =
behavior and=20
with the elaboration of graphs and diagrams for the hydrochemical=20
interpretation. After a few years of regime change, some interesting=20
hydrochemical modifications were observed as a result of aquifer =
freshening,=20
particularly aquifer response to freshwater supply, as a result of =
effluent=20
infiltration, since there is no sewage system.</P>
<H4><EM>Bouhlila R</EM><BR><STRONG>Modeling Density Dependent Flow, =
Transport=20
And Geochemical Processes In Porous Media</STRONG></H4>
<P>This work focuses on mathematical and numerical modeling of coupled =
density=20
dependent flow and reactive transport in porous media. For the aim of =
modeling,=20
three fundamental aspects have retained our attention: density dependent =
flow=20
and transport of ions, geo-chemical reactions between salts and brine =
and=20
interaction between these two processes and its effect on =
hydro-dynamical=20
properties in porous media. The formulation of coupled flow and =
transport in=20
porous media leads to nonlinear and strongly coupled equations. So as to =
solve=20
them, we have developed a finite element procedure with a specific =
method of=20
balancing gravity terms to calculate Darcy's velocities and to correctly =
account=20
for the density current. The second aspect of this work focuses on the =
salts and=20
brine chemical phenomena. For such concentrated solutions, the specific =
ionic=20
interaction model of Pitzer allows to calculate ions and solvent =
activities as=20
well as the density of the solution. Dissolution and precipitation =
reactions of=20
evaporitical salts are controlled by diffusion and are thereby =
represented by a=20
first order kinetic law. The geo-chemical model that we have developed=20
integrates these concepts and allows calculation of the quantities of =
the=20
different salts that may precipitate or dissolve in a solution when its=20
equilibrium is displaced by evaporation or when it mixes with other =
waters. For=20
the validation of this model, we have simulated the evaporation of a =
brine from=20
Sebkhat El Adhibate located along the south coast of Tunisia and we have =

compared the calculated concentrations, densities and salt quantities =
with those=20
measured. In the third part of this work, we have integrated the =
geochemical=20
module in the flow and transport module after having extended the latter =
to=20
several species in solution. Thus, the realized coupled model allows us =
to=20
simulate flow, transport of ions and dissolution-precipitation reactions =
of=20
salts in porous media. As application, this model is used to quantify =
salt=20
deposition in a coastal lagoon when seawater evaporates and the =
evolution of the=20
media until the stage of Sebkha in the marine domain. The case of =
Sebkhat El=20
Melah of Zarzis in Tunisia is used as basis for the geometrical =
configuration=20
and for time scales. The procedure of validation has focused on boundary =

conditions in terms of evaporation-induced flow and on kinetic =
coefficients of=20
dissolution - precipitation reactions of salts. Simulated sequences of =
halite=20
and gypsum layers as well as the filling process duration of the lagoon =
are in=20
accordance with observations and studies made on the site of Sebkhat El =
Melah=20
since the beginning of 80s.</P><BR><A id=3Dhicsi name=3Dhicsi></A>
<H3>Human Impacts Causing Seawater Intrusion</H3><BR>
<H4><EM>Yasumoto J, Ohtoshi K, Fujiwara T </EM><BR><STRONG>Influence Of =
Tidal=20
River Improvement Works On The Behaviors Of Salt Water Intrusion In A =
Coastal=20
Unconfined Aquifer</STRONG></H4>
<P>The phenomenon of salt water intrusion in a coastal unconfined =
aquifer=20
maintains a dynamic balance under the influences of the sea level and =
water=20
table variations, geological properties of the aquifer, and the tidal =
river=20
existing there. Consequently it is easy to understand that the behaviors =
of salt=20
water bodies in such a situation are quite complicated. Tidal river =
improvement=20
works, moreover, may have the capability to shift the groundwater =
environment to=20
another new balanced condition. The field where present study dealt with =
locates=20
near the coast line, and has experienced the tidal river improvement =
works. The=20
authors have been conducting successive field surveys of salt water =
intrusion=20
from before the river improvement works have started. Each survey is =
composed of=20
the three kinds of measurement; 1) water table and vertical distribution =
of the=20
electrical conductivity (EC) of groundwater at many test wells, 2) water =
surface=20
and sea water intrusion in the tidal river, and 3) sea level variation. =
The data=20
of rainfalls are obtained by the rain gauge set up in the field. =
Analysis and=20
comparison of the data obtained before/after the tidal river improvement =
works=20
led the following confirmations and findings. Interface between the =
fresh and=20
salt water bodies in the aquifer consists of a mixing zone. Both =
elevations of=20
the water table and the mixing zone vary corresponding to the tide. =
Those=20
variations have a stronger connection with the adjacent tidal river than =
the=20
sea. The elevation of the mixing zone varies in phase with the water =
table at=20
some wells, however, out of phase at other some wells. Although such =
difference=20
seems to be brought about by the geological difference of the site, the =
details=20
have to be verified in the future. The influence of tidal river =
improvement=20
works on the salt water intrusion was estimated quantitatively through =
the=20
criterion that was obtained by the integration of vertical distribution =
of EC=20
from the water table in each test well. On the basis of the criterion, =
it was=20
made clear that tidal river improvement works are causing serious =
influences on=20
the salt water intrusion through lifting the mixing zone upward.</P>
<H4><EM>Essink GO, De Louw P</EM><BR><STRONG>Salt Water Intrusion Of The =

Northern Coastal Area Of The Netherlands Due To Anthropogenic Land =
Subsidence:=20
Analysis Of Compensating Measures</STRONG></H4>
<P>At the northern coastal area of the Netherlands (Northwest Friesland) =
salt is=20
exploitated at a depth of 2000 meters causing a land subsidence up to 40 =

centimeters. To compensate the relative rise of the groundwater table, =
the=20
surface water level is lowered by the waterboard, equal to this land =
subsidence.=20
This will induce a salt water intrusion towards the shallow groundwater =
and=20
surface water system. Salinisation of the root zone and surface water =
will=20
jeopardize agricultural activities in the area. Surface water may not be =

suitable for irrigation anymore. Salt damage to crops occur when salt=20
groundwater reaches the root zone. The waterboard has thus decided to =
make a=20
sustainable water management plan to reduce the salinisation of the =
shallow=20
water system. Hydrological effects of the plan are analysed on a =
regional and a=20
local scale. For both scales the code MOCDENS3D (Oude Essink, 1999) is =
used to=20
simulate density dependent groundwater flow and coupled salt transport. =
On the=20
regional scale, the effects of surface water level lowering, sea level =
rise and=20
land subsidence are assessed on the salinisation of the water system. On =
the=20
local scale, dynamic freshwater lenses floating upon saline groundwater =
are=20
investigated though field observations and modelling. Historic recharge =
and=20
evapotranspiration rates over 10 years are used to assess the thickness =
of the=20
freshwater lenses throughout the season. When the thickness of the lens =
is=20
small, salt damage to crops can easily occur. Measures like heightening =
the=20
drain level and decreasing the distance between water channels are =
studied to=20
compensate salinisation of the root zone. The analysis of the water =
system helps=20
the waterboard to design a sustainable water management plan of this =
coastal=20
area.</P>
<H4><EM>Venturini L, Esca S</EM><BR><STRONG>Salt Water Intrusion Of The =
Northern=20
Coastal Area Of The Netherlands Due To Anthropogenic Land Subsidence: =
Analysis=20
Of Compensating Measures</STRONG></H4>
<P>The sample area is located in Cervia (Province of Ravenna - Italy;), =
nearby=20
the coast. In the last few years the construction of basements, that =
involve the=20
ground water table drainage (dewatering) by the use of the wellpoint =
techniques,=20
has become more and more common. Particularly, all the new buildings =
comprise=20
basement used as parking areas, cellars and storage areas for =
technological=20
equipment. These constructions, nowadays, are made without any =
hydrogeological=20
inspections and no limitations or survey are regulated by municipalities =
for=20
assessing possible effects and risks. It has been possible, indeed, =
notice that=20
the digging techniques based on groundwater pumping may produce a =
modification=20
and an increment of the groundwater salinity, due to the water flow from =
the sea=20
(salt water intrusion) and from the bottom of the fresh waters upconing. =

Obviously, the salinity increment may compromise the quality and =
quantity of the=20
water resources and cause serious effects on the actual vegetation. For=20
assessing the risk a hydrogeological survey on a sample area has been =
set up in=20
order to: =B7 Verify the effects of the intervention both in water =
extraction=20
stage and in abandonment stage. In particular, it is important to =
determine the=20
recovery time for both the head and the water salinity. =B7 Determine =
alternative=20
solutions for reducing the environmental impact. =B7 Define a technical=20
prescriptive plan for the release of the intervention authorizations. =
Besides=20
the geognostic and hydrogeological analysis, the survey plan also =
involves the=20
use of a mathematical 3-D model based SEAWAT that uses the =
finite-difference=20
approximation for the variable-density flow equation., in order to =
provide a=20
useful predictive tool to verify the proposed interventions effects.</P>
<H4><EM>Lima Montenegro SMG, De Assun=E7=E3o Montenegro AA, Da=20
Silva</EM><BR><STRONG>Intensive Exploitation And Groundwater Salinity In =
Recife=20
Coastal Plain: Monitoring And Management Perspectives</STRONG></H4>
<P>Recife, the capital city of Pernambuco State, is located in the =
Northeast=20
coast of Brazil. Even though the surface water is the main source for =
supply in=20
the region, several constraints have been imposed to the supply system =
due the=20
increasing demand, limited resources in terms of quantity and quality, =
and=20
frequent droughts. Groundwater use in the area has been growing for the =
past 20=20
years, with an increasing number of deep and shallow wells, supplying =
hotels,=20
industries and residential buildings. Recife coastal plain has an area =
of 112=20
Km2 and a population around 1.5 million inhabitants, being highly =
urbanized. The=20
over-exploitation of groundwater and difficulties in recharging the =
aquifers has=20
severely depleted the potentiometric levels for the past 20 years. In =
addition,=20
the coastal aquifers in the area increase their vulnerability to sea =
water=20
intrusion as a consequence of the over-exploitation. Many wells have =
been=20
abandoned due to the high salt content in groundwater. One of the most =
critical=20
areas identified is in Boa Viagem beach, a residential and tourist area =
with=20
high population density, concentrating a large number of private wells. =
In part=20
of Boa Viagem Beach, denominated "Zone A", drawdown in piezometric =
levels of=20
more than 40m have been observed in some wells. A monitoring program has =
been=20
pursued to assess groundwater salinity in Recife coastal plain, =
including the=20
so- called "Zone A". This paper presents the results of the monitoring =
program=20
and analyses the causes for the high salinity levels in some points. =
Electrical=20
conductivity and selected ions were analyzed and ion ratios were =
calculated in=20
order to investigate time and spatial changes. Selected cases are =
presented.=20
Results reveal areas where the salinity is high, although a unique =
pattern for=20
time variation has not been identified. Analyzing also rainfall data, =
the=20
results reveal the effect of natural recharge on groundwater salinity in =
some=20
places. Present practices and perspectives of management groundwater =
quantity=20
and quality are also discussed. This study has joined the International=20
Geoscience Programme (IGCP) Project No. 519 "Hydrogeology and =
hydrochemistry in=20
coastal aquifers on the Atlantic coast of South America". The project =
aims=20
developing joint methodologies on marine intrusion process analysis in =
coastal=20
aquifers on the Atlantic coast of South America, by assembling existing=20
information and the participating research teams' potential.</P><BR><A=20
id=3Dmodtech name=3Dmodtech></A>
<H3>Modeling: Techniques</H3><BR>
<H4><EM>Diersch HJ</EM><BR><STRONG>Modeling Variable-Density, =
Multi-Diffusive,=20
And Multi-Species Convection In Porous Media</STRONG></H4>
<P>Density-driven convection processes in porous media are of growing =
concern in=20
relation to solute transport and geothermal problems. There is both a=20
theoretical and practical need in modeling variable-density flow, =
multi-species=20
mass and heat (thermohaline) transport phenomena with multiple buoyancy, =

multi-diffusive and viscosity effects. Such types of convection are much =

different from those that develop in stable advective, dispersive and =
diffusive=20
processes, and can significantly increase mass transfer rates at mixing =
zones=20
separated by sharp contrasts in fluid density. The paper presents recent =

developments and simulations of highly complex multi-diffusive fingering =

convection processes by using the finite- element simulator FEFLOW. New =
powerful=20
features of the simulator are presented. It covers extensions to =
multi-species=20
reactive transport equations, species and temperature related multiple =
density=20
expansion parameters and multiple fluid viscosity relations. Modeling =
results=20
are compared to recent Hele-Shaw experimental findings and other =
numerical=20
studies. Different aspects are emphasized: (1) Basic formulations for=20
multi-species, multi-diffusion, and multi-dimensional convection in =
porous media=20
encompassing Boussinesq and extended Boussinesq approaches, (2) Buoyant=20
instability and role of perturbation at high Rayleigh numbers, (3) =
Pattern=20
formation for three-species double-diffusive realizations, (4) Mesh =
resolution=20
effects, and (5) Computational accelerations. The features essential to =
model=20
successfully the processes in practical applications are addressed, =
especially,=20
adaptive time-stepping control with a powerful sequential iteration =
approach,=20
parallel computation at refined meshes, and the application of an =
algebraic=20
multigrid solver.</P>
<H4><EM>Motz LH, Sedighi A</EM><BR><STRONG>Approximating The Effects Of =
The=20
Saltwater-Freshwater Interface In A Three-Dimensional Groundwater Flow=20
Model</STRONG></H4>
<P>Numerical experiments were performed to investigate how the=20
saltwater-freshwater interface could be approximated in a =
three-dimensional=20
groundwater flow model to yield accurate values for hydraulic heads and =
fluxes=20
in the freshwater part of a coastal aquifer. These experiments consisted =
of=20
obtaining solutions for a three-dimensional model that represented a =
coastal=20
aquifer using the groundwater flow code MODFLOW and comparing the =
results to a=20
solution for equivalent freshwater heads using the variable-density flow =
and=20
transport code SEAWAT, which was considered to be the accurate solution =
to the=20
problem. The seacoast was simulated by specifying a concentration =
boundary=20
condition with a total dissolved solids (TDS) concentration equal to the =
TDS of=20
seawater, and simulations were run for both specified-flux and =
specified-head=20
boundary conditions at the upstream freshwater boundary. The MODFLOW =
solutions=20
consisted of (1) specifying the head at the coastal boundary equal to =
the=20
seawater potential (hsw =3D 0); (2) specifying the head at the coastal =
boundary=20
equal to the equivalent freshwater head (hfw); (3) using inactive cells =
to=20
represent the saltwater-freshwater interface; (4) reducing the =
horizontal=20
hydraulic conductivity in model cells to account for reduced freshwater=20
thickness in the part of the aquifer in which saltwater intruded beneath =
the=20
interface; and (5) designating general-head boundary cells along the =
location of=20
the saltwater-freshwater interface to represent a head-dependent flux =
across the=20
saltwater-freshwater interface. The results of the numerical experiments =
for the=20
specified-flux upstream boundary condition for the three-dimensional =
model=20
indicate that the MODFLOW solution that best matches the SEAWAT solution =
in=20
terms of the calculated head at the upstream specified-flux boundary is =
the=20
solution in which the head at the coastal boundary was specified equal =
to the=20
equivalent freshwater head (hfw) over the full thickness of the aquifer =
at the=20
seacoast. Similarly, the results of the numerical experiments for the=20
specified-head boundary condition for the three-dimensional model =
indicate that=20
the MODFLOW solution that best matches the SEAWAT solution in terms of =
the=20
calculated flux at the upstream specified-head boundary also is the =
solution in=20
which the head at the coastal boundary was specified equal to the =
equivalent=20
freshwater head (hfw) over the full thickness of the aquifer at the=20
seacoast.</P>
<H4><EM>Bakker M</EM><BR><STRONG>How Far Does A Seawater Intrusion Model =
Need To=20
Be Extended Below The Sea Bottom?</STRONG></H4>
<P>Two common questions for seawater intrusion modelers are: "How far do =
I need=20
to extend my numerical model below the sea bottom for accurate =
simulations?" and=20
"What boundary condition to I apply along this boundary?". In this =
presentation,=20
we will provide practical guidelines to estimate this distance based on =
recently=20
published analytic solutions for steady interface flow in aquifers =
consisting of=20
a confined and a semi-confined section. The length of the outflow zone =
along the=20
sea bottom is a function of only two dimensionless parameters. The first =

parameter is the product of the head gradient towards the sea and the=20
dimensionless leakage factor divided by the dimensionless density =
difference;=20
the leakage factor is the square root of the transmissivity multiplied =
by the=20
vertical resistance of the leaky layer at the bottom of the sea. The =
second=20
dimensionless parameter is the length of the semi-confined section of =
the=20
aquifer divided by the leakage factor. These two dimensionless =
parameters are=20
easily estimated for any numerical seawater intrusion model, as they are =
needed=20
in the input files. If the sea bottom extends farther than the required =
length=20
of the model, it is not important what boundary condition is specified: =
it does=20
not effect the model results whether a constant-head or no-flow boundary =
is=20
used. If the sea bottom doesn't extend far enough, but cuts through the=20
semi-confining layer on top of the aquifer, a specified-head boundary =
condition=20
needs to be specified along this line. As examples, the presented rule =
is=20
applied to the coast of the State of Georgia (USA), and to the coast of =
The=20
Netherlands near the dune area managed by the Amsterdam Water Supply. =
Topic:=20
Coastal aquifer system hydrodynamics</P>
<H4><EM>Rao SVN, Sreenivasulu V, Bhallamudi SM</EM><BR><STRONG>Planning=20
Groundwater Development In Coastal Aquifers</STRONG></H4>
<P>Planning groundwater development is essential in coastal regions =
where the=20
fresh water supply from surface sources is not adequate. However, =
excessive=20
groundwater extraction often leads to seawater intrusion into the =
aquifer, and=20
hence excessive salinity. Therefore, groundwater development in coastal =
aquifers=20
must involve management strategies such that the demand is met in terms =
of both=20
quality and quantity. Groundwater management models for coastal aquifers =
should=20
combine an accurate process model for seawater intrusion with an =
appropriate=20
technique for solving the optimization problem. In this study, a=20
simulation-optimization (S/O) model is developed as a tool to determine =
the=20
optimal operation strategy wherein the groundwater extraction is =
maximized,=20
while the seawater intrusion is minimized through a series of barrier =
wells. The=20
S/O approach is appealing because it can readily use existing simulation =
models=20
and can account for the complex behavior of a groundwater flow system in =
a=20
coastal aquifer. The multi-objective management problem is cast as a =
nonlinear,=20
non-convex combinatorial model and is solved using a coupled=20
simulation-optimization approach. A density dependent groundwater flow =
and=20
transport model, SEAWAT is used for simulating the dynamics of seawater=20
intrusion. The Simulated Annealing algorithm is used for solving the=20
optimization problem. The idea of replacing the SEAWAT model with a =
trained=20
Artificial Neural Network (ANN) to manage computational burden within =
practical=20
timeframes on a desktop computer is explored. The utility of the study =
is=20
demonstrated through a tradeoff curve to prioritize groundwater =
development,=20
while controlling seawater intrusion at desired levels.</P>
<H4><EM>Soto Meca A, Alhama L=F3pez F, Gonz=E1lez Fern=E1ndez=20
C</EM><BR><STRONG>Transient Simulation Of A Real 2-D Aquifer By The =
Network=20
Method</STRONG></H4>
<P>The network simulation method, which has proved its efficacy and =
accuracy in=20
nonlineal and moving boundary problems in heat transfer and other =
engineering=20
fields, is applied here to numerically solve the transient position of =
the=20
saltwater front in a 2-D real aquifer (Biscayne aquifer in Florida). =
Data of=20
this aquifer are taken from the bibliography. The set of coupled partial =

differential equations for pressure and salt concentration variables are =
based=20
on the stream function formulation, which presents significant =
advantages for=20
use in numerical simulations involving very small hydraulic gradients =
because=20
solutions of the flow fields using this formulation ensures the =
conservation of=20
fluid mass. In addition, velocities are easily calculated. Governing =
equations=20
are spatially discretized to design the network model of the volume =
element,=20
which, in turn, is connected to other similar elements and to the =
network=20
devices that simulate the boundary conditions. The applied method goes =
beyond=20
the scope of the classical analogy, which always refers to lineal =
equations and=20
has been applied in this field to 1-D problems. The network model for =
this=20
application, which is briefly described, uses a device that is capable =
of=20
implementing any kind of nonlineal addends on the governing equations =
(including=20
the boundary condition equations), and provides a fast and precise =
solution with=20
negligible computing times and with a relatively small number of volume=20
elements. The influence of the two main dimensionless parameters in the=20
solution, the discharge parameter and the Peclet number, on the =
stability of the=20
solution is studied. Computed transient streamlines and isochlor =
contours are=20
presented and compared with those of other authors. Also, locations of =
the toes=20
of saltwater recirculation, under various values of the Peclet number =
and a=20
specified discharge parameter, are shown.</P>
<H4><EM>Park N, Hong SH, Shi L, Seo KS, Cui L</EM><BR><STRONG>Laboratory =

Experimental Validation Of Sharp-Interface Saltwater-Intrusion-Control=20
Optimization Model</STRONG></H4>
<P>Between intruding seawater and ambient fresh groundwater there exists =
a=20
transition zone of finite thickness in which solute concentration varies =

continuously. The thickness varies depending on a number of factors; the =

dispersivity and the pore-water velocity are the most significant. The =
most=20
rigorous modeling approach for the seawater intrusion phenomena is the=20
density-dependent flow and transport technique. However, the flow and =
solute=20
transport approach requires a high-resolution spatial discretization so =
that the=20
number of unknowns can reach millions easily. Additionally, iterations =
needed to=20
solve the nonlinear governing equations make computational demand =
prohibitive=20
even for a single forward simulation. Use of the flow and transport =
model in=20
embedded simulation-optimization, that requires numerous solutions of =
the=20
simulation model, for most practical problems is not feasible even with =
advanced=20
computers. The sharp-interface assumption neglects the transition zone. =
However,=20
it allows much faster simulation results, therefore, it may be the only=20
practical technique amenable to simulation-optimization approach. In =
this study=20
the applicability of a sharp-interface optimization model for =
controlling=20
seawater intrusion to protect freshwater pumping wells are investigated =
using=20
observation results from two laboratory sand tanks. Freshwater injection =
and=20
saltwater pumping have been used to reduce seawater intrusion and to =
protect=20
freshwater pumping wells. Two aspects of the numerical results will be =
compared=20
with experimental results. First, the shape of the saltwater-freshwater=20
interface before and after control measures will be compared. The =
interface is=20
visualized using dyed saltwater. Photographs of the views through the =
side glass=20
of the sand tanks are analyzed to identify the transition zone that will =
be=20
compared with the sharp interface. Image analyses using commonly =
available=20
software allow high-resolution delineation of the transition zone. =
Secondly,=20
composition of pumped water will be compared. Although the sharp =
interface model=20
cannot simulate water quality directly, mixing ratios of saltwater and=20
freshwater at pumping wells can be computed with a simple algorithm.=20
Applicability of the sharp-interface optimization model will be =
demonstrated=20
along with efficiencies of freshwater injection and saltwater =
pumping.</P>
<H4><EM>Kuznetsov M, Yakirevich A, Sorek S</EM><BR><STRONG>Extraction=20
Simulations Of Fresh Groundwater Artificial Lenses</STRONG></H4>
<P>Clayey watersheds are utilized in desert areas to collect runoff =
water during=20
seasonal precipitation and infiltrates through a pond to the underground =
to be=20
stored on top of the saline water table. Thus, an artificial lens of =
fresh=20
groundwater (ALFGW) is created for future water supply. We simulated =
numerically=20
different scenarios of the ALFGW pumping to assess its sustainable =
exploitation.=20
Usually, pumping is modeled by introducing sinks with prescribed rates =
at=20
specific nodal locations. However, the actual mixing of water in the =
well during=20
pumping and the effect of seepage face are not accounted for. To improve =

simulations, we developed a sub-model of pumping from a well of =
prescribed=20
geometry and coupled this with the FEFLOW 5.1 code. First, we simulated =
an=20
axi-symmetric case for a pumping well located at the center of the ALFGW =
domain.=20
Two pumping schemes were considered: 1) a skimming well with a screen =
initially=20
at the freshwater zone; 2) one well screened in the freshwater zone =
while the=20
other well screened in the saltwater zone (i.e. a scavenger wells =
system). The=20
ALFGW pumping scenarios varied in their pumping rates, well screen =
length and=20
location, pumping cycle periods and the distance between screens of the=20
freshwater and saltwater wells. Simulations indicated that pumping from =
a=20
shallow well produced better water quality in comparison to that of a =
deeper=20
well. However, the former case limits the rate of production by lowering =
the=20
water level in the well to the extent of full depletion. Using scavenger =
wells,=20
which are screened in both the fresh and saline water zones, =
considerably=20
decreases the up-coning effect and the risk of salinization of the =
freshwater=20
zone. Decreasing the distance between screens of freshwater and =
saltwater wells=20
results in a decrease of water salinity pumped from the freshwater well. =

However, a significant volume of freshwater can be pumped by the =
saltwater well.=20
Pumping from a well at the infiltration pond center, where its thickness =
is=20
maximal, results with an efficient stored freshwater utilization. =
However, often=20
some pumping wells are constructed at the pond border, positioned =
downstream to=20
ambient groundwater flow. To check the effect of well positioning =
relative to=20
the infiltration pond and well type (skimming or Ranney), we conducted =
pumping=20
simulations concerning 3-D configuration. The most efficient pumping was =

obtained for a Ranney=AE Collector Well. We considered lateral well =
screens=20
installed 1 m below the water table. Since these well screens are =
positioned=20
horizontally, longer screen lengths (in comparison with skimming wells) =
can be=20
installed reducing the velocity of the water entering the screen slots =
and=20
maximizing well efficiency. The up-coning saltwater was minimal because =
of lower=20
specific discharge per unit area.</P>
<H4><EM>Cau P, Manca S</EM><BR><STRONG>The Datacrossing Dss: A Data-Grid =
Web=20
Based Approach To Groundwater Modeling</STRONG></H4>
<P>The complexity of groundwater resources management in coastal regions =

presents an increasing challenge to policy makers. A multidisciplinary =
approach=20
is needed to collect, use and analyse large amounts of heterogeneous =
data, apply=20
environmental models and to design management strategies. The purpose of =
this=20
study is to develop a web-based, distributed, user-friendly Decision =
Support=20
System, to analyse coastal groundwater systems: Datacrossing DSS is a =
basin=20
scale groundwater model conceived to support decision making in the =
field of=20
sustainable water resources management. It is accessible through a Web =
interface=20
(http://datacrossing.crs4.it) that relies on a distributed experimental=20
Data-GRID framework. An application, based on a groundwater code and =
pre/post=20
processing tools was developed, to model, analyse and visualize the =
seawater=20
intrusion dynamics. Such module provides a framework to predict the =
impact of=20
management and policy options on the dynamic balance between freshwater =
and=20
saltwater. Digital datasets are stored in geographically distributed =
resources=20
and made available via a Data-GRID environment. This provides =
participating=20
institutions with complete control on the selection of data they wish to =
assess.=20
The code is the CODESA-3D model, a three-dimensional finite element code =
of=20
coupled density-dependent and variably saturated flow and transport. The =
DSS has=20
been tested to the multiple layer aquifer of Portoscuso, located on the=20
South-West part of Sardinia, Italy, threatened by sea water intrusion =
and=20
inorganic residuals from the local industrial activities. A significant=20
deterioration of groundwater quality due to seawater encroachment has =
been=20
observed in the wells located on the cost line. Moreover field data =
indicate=20
that contamination is present in both the phreatic and the confined =
units.This=20
paper describes the approach and the technologies adopted to design =
Datacrossing=20
DSS and its application to the study of the Portoscuso case. It also =
illustrates=20
the original solutions provided by Datacrossing DSS for an advanced=20
collaborative approach based on enabling grid technologies.</P><BR><A =
id=3Dkarst=20
name=3Dkarst></A>
<H3>Intrusion in Karst Aquifers</H3><BR>
<H4><EM>Tulipano L, Fidelibus D</EM><BR><STRONG>Markers Of Seawater =
Intrusion=20
Hazard In Coastal Karstic Aquifers</STRONG></H4>
<P>The design and running of a monitoring network is of primary =
importance in=20
coastal aquifers on the light of the application of the Water Directive =
2000/60=20
of European Union. The Directive does not precisely identify coastal =
karstic=20
aquifers, in spite of their importance. Moreover, the criteria (Annex =
V),=20
defined for monitoring and assessment of groundwater =
qualitative/quantitative=20
status, are unsuitable for the coastal aquifers in general, thus needing =
careful=20
implementation. Actually, the particularity of coastal (karstic) =
aquifers makes=20
obvious that exploitation may trigger seawater intrusion, resulting in=20
groundwater salinization and consequent deterioration of qualitative =
groundwater=20
status: coastal karstic aquifers are even more vulnerable due to the =
presence of=20
karstic conduits accelerating the seawater intrusion. Related phenomena =
are=20
quite complex to identify, check and manage: it is not an help that the =
list of=20
prior polluting substances (Decision n. 2455/2001/CE) does not consider =
the=20
salts introduced to fresh groundwater due to seawater intrusion. The =
paper=20
develops a few principles for coastal aquifer monitoring, showing as an =
example=20
the potentiality of measures carried out in the observation well net of =
the=20
Salento Peninsula (Southern Italy). Previous studies demonstrated the =
role of=20
temperature-salinity (T-S) logs made in observation-wells (completely =
screened=20
and reaching salt waters beneath transition zone) in the control and =
monitoring=20
of salinization. Logs, apart the ease in reconstructing spatial =
distribution of=20
groundwater salt content and temperature, allow the calculation of a few =

parameters useful for understanding the salinization mechanisms and =
quantifying=20
the fresh/salt water disequilibrium. Among them is the "real groundwater =

hydraulic head" (ts), i.e. the hydraulic head of variable density =
groundwater,=20
calculated from salinity logs: if ts does not prevail on sea level, =
seawater=20
intrusion is expected to occur. Thus, a map of ts values, updated =
according to=20
monitoring, which should provide during the hydrological year the needed =
T-S=20
profiles, represents a method for controlling the effects of =
exploitation.=20
Unlikely, it needs of a critical number of observation-wells to cover =
with real=20
measures an area: anyway, even though only a few observation-wells are=20
available, we can still obtain ts maps by using 2D salinity =
reconstructions at=20
different depths and on vertical sections based on T-S logs related to a =
net of=20
normal wells. The procedure, applied to a zone of the Salentine =
Peninsula, gives=20
a picture of the extent of the decrease of "real hydraulic head" of =
groundwater,=20
which matches very well with the salinization status.</P>
<H4><EM>Milanovic P</EM><BR><STRONG>Problems Of Sea Water Intrusion =
Between Boka=20
Kotorska Bay And Delta Of Neretva River - South Adriatic =
Coast</STRONG></H4>
<P>The salinization of coastal karst aquifers has been detected along =
the shore=20
of North-eastern Adriatic coast between Boka Kotorska bay and delta of =
Neretva=20
River. An intrusion of sea water deep into the land and salinization of =
the=20
aquifer's in this area is direct consequence of geological composition =
of the=20
sea shore area. A specific hydrogeological role within this part of =
Dinaric=20
karst is provided by flysch sediments. This rock usually acts as perfect =

hydrogeological barriers. However, at many localities of this part of =
coast the=20
flysch is absent, or occurs at very shallow depth, sometimes is very =
thin, or it=20
has been subjected to considerable tectonic actions. Under that =
conditions=20
intrusion of sea water into the aquifer is common. Sometimes =
salinization of=20
aquifers can be achieved through karst channels which end at the sea =
bottom far=20
away from the coast. All karst springs that have discharging outlets in =
direct=20
contact with sea or one meter above are subject to the influence of =
tides. In=20
that cases the high tide effect transfers directly to the karst channel =
used for=20
discharge of karst aquifer. Particular problem appears in the case of =
deep=20
siphonal springs at the sea coast level. In article are presented =
examples of=20
different springs at sea coast including remedial works at some of them =
to=20
prevent sea water intrusion into the tapping structure: - Salt water =
intrusion=20
into the deep siphonal springs in Boka Kotorska bay, Orahovacka ljuta, =
Spila=20
Risanska, Skurda, Gurdic and Sopot including water supply problems; - =
Spring=20
Robinson (Duboka Ljuta) between Cavtat and Dubrovnik, at sea level, with =
large=20
karst channel behind, in the Triassic dolomite; - Deep siphonal spring =
Ombla=20
protected against tide influence by small dam; - Spring "Palata" in =
Small Zaton=20
tapped by wells and protected against sea water intrusion and tide =
influence by=20
shallow concrete cut-off wall; - Submarine springs along the coast =
between Slano=20
and Ston and problem related to the oyster farm; - Small springs along =
the=20
perimeter of delta of Neretva River and problems appear during the high =
tide=20
period.</P>
<H4><EM>Polemio M, Dragone V, Limoni P.P</EM><BR><STRONG>Salt =
Contamination In=20
Apulian Aquifer: Spatial And Time Trend</STRONG></H4>
<P>The quality of groundwater of Apulian carbonate aquifers is severely =
affected=20
by salt contamination due to seawater intrusion. Due the scarcity of =
surface=20
water resources, the characterisations of quality degradation risks of=20
groundwater and of its spatial and temporal trend are particularly =
important in=20
the region. To pursue these results considering the risk of salt =
contamination=20
due to seawater intrusion, a simple salinity threshold approach, based =
on the=20
determination of a single value dividing fresh groundwater from seawater =

contaminated groundwater, is proposed for Apulian groundwater. The =
analysis=20
shows this threshold I is equal to 0.5 g/l. The spatial trend of 0.5 g/l =

salinity contour line in the period 1981-2003 is characterised. Along =
the areas=20
close to the Adriatic and Ionian shoreline groundwater saline =
contamination is=20
resulted to be a long-standing phenomenon. Only the Murgia interior and =
a=20
restricted strip in the middle of the Salentine Peninsula have not been=20
contaminated so far. The salt contamination is also characterised =
considering 17=20
time series of monthly chlorine concentration, a parameter which can =
highlight=20
the seawater contamination effects. Data from 1968 to 2001 are =
considered and=20
compared with rainfall and temperature time series. The increased saline =

contamination is closely related to droughty years and to the increasing =

discharge by wells. Before 1980, no significant concentration increase =
was=20
reported in the majority of wells. The phenomenon became apparent in the =
late=20
80s after some dry years that result in a reduced recharge of aquifers =
and=20
increased groundwater withdrawals. It is confirmed the existence of =
areas=20
considerable protected from the seawater intrusion, of areas exhibited =
in=20
serious manner to the salt pollution and, finally, of an immense portion =
of=20
territory in which the quality of the groundwater depends exclusively =
from our=20
capacity to manage the water resources.</P>
<H4><EM>Arfib B, Cavalera T, Gilli E</EM><BR><STRONG>Reach The Hydraulic =

Functioning Of A Coastal Karstic Aquifer With A Conduit-Matrix=20
Model</STRONG></H4>
<P>Coastal karstic aquifers are subject to saline intrusion by two ways: =
by the=20
saltwater intruded wedge as usually observed in porous media, and by=20
preferential flow in conduits characteristic of the karst systems. A=20
conduit-matrix model has been proposed recently to access the hydraulic=20
functioning of the aquifer, using the observation and data (water level, =

conductivity, discharge) recorded at a brackish coastal karst spring. =
This new=20
model, called SWIKAC (SaltWater Intrusion in KArst Conduits), based on a =

conceptual model of diffuse saltwater intrusion in the karst matrix and =
exchange=20
with a main conduit discharging at the coastal spring, was first =
developed and=20
validated using a case study: the Almyros of Heraklio in Crete. We =
proposed in=20
this presentation to apply the SWIKAC model to a new case study: the =
PortMiou=20
submarine karstic spring (France). This application will meet two goals: =
a new=20
insight in a coastal karst aquifer by measurements at the outlet, and a =
new=20
validation for the use of the conduit-matrix model in coastal area. The =
expected=20
results are of outmost importance for the management of coastal =
freshwater=20
resources. This kind of model gives clue to the depth and the location =
of the=20
saline intrusion zone into the karst conduit. It's a useful tool to =
propose=20
managing plan in accordance with the hydraulic functioning of the=20
aquifer.</P><BR><A id=3Dintsedaq name=3Dintsedaq></A>
<H3>Intrusion in Sedimentary Aquifers</H3><BR>
<H4><EM>Bocanegra EM, Massone HE, Cionchi JL, Mart=EDnez=20
DE</EM><BR><STRONG>Integrated Management Of The Coastal Aquifer In Mar =
Del=20
Plata, Argentina</STRONG></H4>
<P>Mar del Plata, located on the Atlantic coast, is the main tourist =
centre in=20
the country and has a population of 600,000 inhabitants increasing =
threefold=20
during the summer. Water for urban, agricultural and industrial uses are =

exclusively supplied by groundwater resources. The main geoenvironmental =

problems are: uncontrolled urban expansion, saline intrusion, pollution =
of=20
groundwater, an inadequate waste management and recurrent floods in the =
urban=20
and periurban areas. The Municipal Company dedicated to provide =
freshwater,=20
sewage and urban storm drainage services adopted action axis for the =
development=20
which took into consideration the sanitation social dimension, the =
natural=20
resources conservation, the infrastructure as productive support and the =
quality=20
of coastal front as local tourist resource. In order to define the=20
temporo-spatial evolution of coastal environmental processes some =
geoindicators=20
addressed to decision-makers were designed to assess the environmental =
pressure=20
caused by human activity, the aquifer conditions or state and the =
anthropic=20
response to correct undesirable situations. For pressure the =
geoindicators were:=20
annual volume exploited by underground basin, total population lacking =
fresh=20
water and sanitary services, polluting industries and farms under =
intensive=20
exploitation, area affected by industrial and urban waste disposal =
sites, annual=20
volume of urban waste produced, among others. The geoindicators related =
with=20
state were annual aquifer recharge, unsaturated thickness, chloride=20
concentration in groundwater, water table level, piezometric head of the =
coastal=20
hydraulic barrier, number of exploitation wells in the coastal hydraulic =
barrier=20
and in the interface zone, nitrate pollution in water courses and =
groundwater,=20
bacteriological pollution, heavy metals in water and sediment and for =
response,=20
the indicators were: number of exploitation and abandoned wells, persons =

affected by hydric diseases treated in hospitals and area affected by =
industrial=20
and urban waste disposal sites, annual public expenditure for =
consumption=20
reduction, public expenditure for water supply and sewage treatment, =
enforcement=20
of environmental regulations, annual expenditure for urban (and =
industrial)=20
waste disposal, administrative and jurisdictional organisation, =
department=20
budget, and staffing. On the basis of systematic studies comprising some =
of=20
these indicators, environmental initiatives were developed, such as =
monitoring=20
programs of piezometric levels and groundwater quality measurements, =
benthos=20
organism and seawater quality, infrastructure maintenance, effluent =
quality,=20
contaminants control and treatment of sewage, and infrastructure =
maintenance and=20
control of non-official connection in the storm drainage. It has being=20
implemented a groundwater remediation program for reducing the marine =
intrusion,=20
through a hydraulic barrier of exploitation wells in the saline edge. =
The=20
modernisation of the management tools comprised training of the =
institutional=20
staff, technologic innovation (research and development), equipment, =
planning=20
and implementation of the Master Plan and education - awareness of the=20
population. The main lesson learned is that the integrated management of =
the=20
water resources takes to the economical, social and environmental =
sustainability=20
of the coastal region.</P>
<H4><EM>Kelly D.</EM><BR><STRONG>Development Of Seawater Intrusion =
Protection=20
Regulations</STRONG></H4>
<P>Island County is composed of two inhabited Islands, Whidbey and =
Camano with a=20
total land area of about 550 square kilometers and a population of =
approximately=20
75 thousand people. The islands are located in the saline waters of the =
Puget=20
Sound. Rapid growth coupled with a dependence on groundwater has =
resulted in=20
concerns over increasing seawater intrusion problems. In response to =
these=20
concerns, in 1989 the county adopted the Saltwater Intrusion Policy. The =
primary=20
function of the policy was to trigger additional review (of potential =
for=20
seawater intrusion) for projects in areas where seawater intrusion =
appeared to=20
be occurring. The policy utilized chloride concentrations in wells as =
its=20
indicator of seawater intrusion and defined 'risk zones', drawing =BD =
mile circles=20
around wells with elevated chloride concentrations. Experience with the =
1989=20
policy has shed light on limitations of the chloride-based risk rating =
system=20
including: 1. Other Sources of Chloride (False Positives) =95 Very hard=20
groundwater =95 Septic systems =95 Connate waters =95 Windblown sea =
spray =95 Irrigation=20
recharge =95 Well disinfection 2. Transient Response of Interface (False =

Negatives) =95 Lateral intrusion may take years to establish a new =
equilibrium=20
position =95 Lack of prediction =95 Chloride is a reactive rather than =
predictive=20
tool 3. Lack of Confidence =95 Well owners never know if intrusion is =
looming,=20
even if there have never been problems in the area. Basic hydrogeologic =
theory=20
(Ghyben-Herzberg, Hubbert etc.) suggests that an aquifer that has water =
level=20
elevations (pressure) significantly above sea level has little or no =
risk for=20
seawater intrusion, while an aquifer with water levels near sea level is =
at=20
risk. With these issues in mind, Island County undertook a study to =
evaluate the=20
applicability of water level elevation data as a seawater intrusion =
risk-rating=20
tool. The study utilized nearly 400 wells across the county; data =
collected from=20
these wells include depth to water measurements, major ionic chemistry, =
and=20
measuring point elevations. The results of the study supported the =
utilization=20
of water level elevations as an analysis tool, and provided guidance for =
setting=20
trigger levels that would provide an appropriate level of protection. =
The=20
results of this study were utilized to develop a new risk rating system, =

codified into seawater intrusion protection code. This system utilizes a =

combination of water level elevation and chloride concentrations to =
overcome=20
many of the limitations of the chloride-only approach.</P>
<H4><EM>Islam SN, Gnauck A</EM><BR><STRONG>Saline Water Intrusion Due To =

Upstream Fresh Water Withdrawal From The Ganges Basin And Threats To =
Mangrove=20
Wetlands Ecosystem</STRONG></H4>
<P>The three majors rivers namely the Ganges, the Bramhaputra and the =
Meghna=20
(GBM rivers systems) account for 85% of the total dry season stream flow =
passing=20
through the coastal zone of Bangladesh. Total area of GBM drainage basin =
is 1.55=20
million Sq. Km of which only 8 % in Bangladesh. The hydro-geomorphology =
of the=20
region is very active dynamics and complex nature. Since the diversion =
of Ganges=20
water at Farakka Barrage in India from early 1975, salinity levels have=20
increased drastically in the south western part of the coastal region =
such as in=20
Sundarbans in Bangladesh. A huge amount of fresh water is carried from =
the upper=20
catchment areas to the Sundarbans mangrove forest through it's river =
systems.=20
The Sundarbans mangrove forest is situated on the Ganges catchment in=20
Bangladesh. It is the largest chunk of mangrove forest in the world and =
natural=20
World Heritage site declared by UNESCO in 1997. It is one of the =
productive=20
ecosystems and a natural renewable resources. The healthy ecosystems =
provides=20
ideal habitats for a variety of plants and animals. A crucial feature of =
present=20
day Sundarbans is that only the Baleswar and Passur rivers and their=20
distributaries have direct connection to the Ganges and thus to an =
uninterrupted=20
source of fresh water. The Gorai river is the main source of fresh water =

supplier to Sundarbans and it is the distributary of the Ganges. After=20
withdrawal the upstream surface water almost (57 % water) high water =
salinity=20
intrusion is increased inside of Sundarbans and the dominate species =
Sundari=20
(Heritiera fomes) and Goran (Ceriops decandra) are affected by top-dying =
disease=20
and some animals species have vanished and some are in the red list for=20
endangered species. The ecosystems management and conservation policies =
must=20
therefore be based on a proper appreciation of the social implications =
of the=20
proposed actions. The community as a whole may participate in and all =
classes=20
benefit from preservation and improvement of mangrove ecosystems. It =
must be=20
considered as a part of the major ecosystems and should be planned for =
the=20
greater national and international benefits. The paper has been prepared =
based=20
on primary and secondary data sources. The objectives of this paper is =
to=20
understand the deltaic mangrove forest and it's significance due to high =
saline=20
water intrusion in the south western part in Bangladesh. Critical =
analysis on=20
ecological and economical benefits of catchment areas .Simulation and =
modelling=20
of water salinity would be the suitable tool for the decision maker for =
making a=20
long-term management plan and make recommendations for some practical=20
solutions.</P>
<H4><EM>Kok A</EM><BR><STRONG>Salinization Above Sea Level On The Dutch =
Wadden=20
Islands</STRONG></H4>
<P>The Wadden Islands are a string of several sandy islands lying off =
the coast=20
of The Netherlands, Germany and Denmark. Under these Islands a =
freshwater lens=20
has developed according to the 'Ghijben-Herzberg principle'. The depth =
of the=20
lens depends upon the size of the dune and height of the groundwater =
table=20
(convexity) above sea level in the dune areas. The depth of the fresh- / =
salt=20
water interface can be more than 100 metres. Water abstracted from the =
lens -=20
pumped with pumping wells - is used for drinking water production. =
Salinization=20
caused by upconing or a lateral groundwater flow towards abstraction =
boreholes=20
is, of course, a known risk. On the islands of Vlieland and Terschelling =
there=20
has been measured a slow but steady increase of chloride in groundwater=20
abstracted for the water supply. In 50 years the concentration has =
changed from=20
40 mg/l to an average value of 100 mg/l. The cause of this increase is =
not=20
upconing or lateral ingress of brackish or saline groundwater. The =
explanation=20
for the increase can be found at the top of the hydrological system, in =
the=20
freatic aquifer above sea level. Salinization of the shallow aquifer is =
produced=20
by what is called the 'salt-spray mechanism'. At the beginning of the =
last=20
century parts of the dune areas on Vlieland and Terschelling were =
planted with=20
pine. Sea salts, carried on prevailing west winds, are continuously =
deposited on=20
the relatively large leaf surface of the pines and washed down in =
precipitation=20
to the freatic groundwater. Thus the chloride level in freatic =
groundwater below=20
the forest has increased to 300 mg/l whilst in freatic water in the open =
dune=20
areas it has remained below 50 mg/l. Water supply company, Vitens, is =
currently=20
carrying out a more detailed investigation of the salt-spray mechanism =
on the=20
Dutch islands; monitoring fluctuations of chloride concentrations in and =
outside=20
the forest area. Current research includes more frequent daily =
measurements of=20
the conductivity of groundwater in observation wells, to see how fast =
the=20
chloride concentration in changing in time. These results must be =
correlated=20
with precipitation data in order to draw further conclusions about how =
the=20
salt-spray mechanism is working exactly.</P>
<H4><EM>De Louw P, Stuurman R</EM><BR><STRONG>Characterization Of =
Shallow=20
Brackish Water Systems In The Netherlands</STRONG></H4>
<P>Half of the Netherlands is located below sea level, the so-called =
Holocene=20
area. Discharge of deep groundwater occur at more than half of these =
lowlands.=20
This groundwater contains high concentrations of chloride and nutrients =
causing=20
high nutrient and chloride loads to the surface water and shallow =
groundwater.=20
The process of exfiltration of this brackish groundwater and the =
patterns and=20
dynamics of freshwater-brackish water interaction at a local scale is =
the=20
subject of this paper. An overview will be given of different types of =
these=20
shallow freshwater-brackish water environments in the coastal lowlands =
of the=20
Netherlands. A classification is made, based on the geohydrological =
situation,=20
process of exfiltration, groundwater-surface water interaction, chloride =

concentration of the groundwater and patterns and dynamics of the=20
freshwater-brackish water interface. For each type the hydrological =
processes=20
will be discussed. The geohydrology determines how and at which rate =
groundwater=20
from the first aquifer is flowing through the semi-permeable confining =
Holocene=20
deposits to the surface water and shallow groundwater. The lithological=20
composition and thickness of this cover layer together with the head =
difference=20
between the hydraulic head in the first aquifer and the phreatic =
groundwater=20
level are the main controlling factors. For example, in the reclaimed =
lake areas=20
the head difference tends to be more than 2 metres which consequently =
cause high=20
exfiltration rates especially where the hydraulic resistance of the =
Holocene=20
deposits is reduced due to the presence of sandy creek deposits. It =
appears that=20
a large part of the chloride load to the surface water system at =
reclaimed lake=20
areas occurs through groundwater exfiltration patches. These patches are =
1 10 m2=20
in area and exfiltration rates are up to 20000 mm per day. Due to these =
high=20
exfiltration rates, upconing of deeper groundwater with higher chloride=20
concentration occurs. Besides the exfiltration rate, the shallow =
brackish water=20
systems are influenced by drainage. The density and depth of drainage =
tubes and=20
the water level in ditches determine the thickness, pattern and dynamics =
of the=20
fresh water lens. By taking measures in the surface water systems, water =

managers are able to change these hydrological processes. Understanding =
of the=20
shallow brackish water systems makes mitigation measures more =
effective.</P>
<H4><EM>Stuyfzand P</EM><BR><STRONG>Origin, mineral equilibria and =
chemical mass=20
balances for brackish and saline groundwaters in the =
Netherlands</STRONG></H4>
<P>Brackish and saline groundwaters are gaining in interest, amongst =
others=20
thanks to (a) the increasing possibilities, through developments in =
membrane=20
technolgy, to use brackish palaeogroundwaters as an unpolluted source of =

drinking or industrial water; and (b) the selection of brackish or =
saline=20
aquifers for deep well disposal of membrane concentrate. It is therefore =

important to more precisely determine the origin, the quality and =
chemical=20
genesis of this heterogeneous group of groundwaters. In this =
contribution the=20
focus is directed on those groundwaters which lack a continental salt =
origin,=20
namely: (1) (sub)recent, intruding North Sea water; (2) Holocene =
transgression=20
waters; (3) brackish to saline groundwater of Late Tertiary to Early =
Pleistocene=20
age; and (4) halite leachate. Extensive analyses (20 main constituents, =
10-50=20
trace elements and 2-5 isotopes) on 250 samples of brackish to saline=20
groundwaters scattered over the Netherlands were selected. They were =
grouped=20
into the above-mentioned 4 types of origin, using appropriate tracers =
like &#948;18O=20
+ Cl, 14C, B + Cl, Sr + Cl, Ba, Sb, ratios of Cl / Br, &#916;SO4 / TIC, =
NH4 / TIC, K=20
/ Cl + Mg / Cl, SO4 / Cl, Ba / Ge and Li / Rb. The better and cheaper =
tracers=20
for specific identification questions are indicated. Subsequently =
mineral=20
equilibria were calculated for each sample using PHREEQC-2, in order to =
identify=20
potential solid phases that either dissolve from the aquifer matrix, or=20
precipitate. Thus identified solid phases were, after a specific filter, =

automatically incorporated into the last step, heading for the chemical =
mass=20
balance. This balance is composed of a set of reaction equations, =
summing up all=20
resulting mass transfers between the original water (ocean and/or =
admixed fresh=20
water), and the groundwater sampled. The mass balance calculations were=20
performed on all samples using a relatively simple spreadsheet program =
set in=20
EXCEL. The contribution of the following processes to water quality was =
thus=20
quantified: the mixing of the end-members 'pure ocean water' and 'fresh =
water',=20
the dissolution and precipitation of CaCO3, CaMg(CO3)2, FeCO3, FeS2 and =
Fe(OH)3,=20
oxidation of bulk organic material and methane, cation exchange, and the =

transformation of clay minerals (especially glauconite).</P>
<H4><EM>Sodde M, Barrocu G</EM><BR><STRONG>Seawater intrusion and =
arsenic=20
contamination in the alluvial plain of the Rivers Quirra and Flumini =
Pisale,=20
south-eastern Sardinia</STRONG></H4>
<P>The alluvial plain of the Quirra and Flumini Pisale rivers is located =
along=20
the south-eastern coast of Sardinia (Sarrabus) north of the village of=20
Villaputzu. Water supply for the agricultural and animal raising =
activities=20
carried out in the plain is provided by numerous dug wells that tap the=20
unconfined groundwater hosted in the alluvial sediments. Groundwater =
chemistry=20
is significantly affected by seawater intrusion and by the widespread =
presence=20
of tailings in the alluvial sediments. These tailings were produced by =
the=20
arsenopyrite and galena mines that once operated on the banks of the =
Baccu Locci=20
river, right tributary of the Quirra river. Arsenic and chloride =
concentrations=20
exceeding the regulatory limits have been detected in several wells. The =

presence of two contamination sources, combined with the complexity of =
ongoing=20
processes in the coastal aquifers, necessitated a detailed hydrogeologic =
and=20
hydrochemical characterization of the study area. Geological and =
stratigraphical=20
data alone did not provide a clear understanding of the hydrogeological =
setting.=20
The use of geophysical surveys, carried out with electrical tomography =
and IP=20
methods, enabled to identify a main unconfined aquifer. This is a =
locally=20
multilayered aquifer hosted in the alluvial terraces of Holocene age =
that=20
stratigraphically overlie a second layer of well-cemented terrace =
alluvium, with=20
low permeability, resting on the metamorphic basement. In order to =
define the=20
areal extent of seawater intrusion and to determine groundwater flow =
properties,=20
during the last hydrologic year we measured piezometric level and =
physical=20
parameters (T, pH, EC) every two months at 69 observation points, =
covering an=20
area of roughly 10 km2. Preliminary evaluation of the fresh-saltwater =
interface=20
position, determined using the Ghyben-Herzberg method, has been =
confirmed by=20
geophysical surveys and the results are consistent with the chloride=20
concentration distribution throughout the plain. The chemical data for =
the=20
groundwater samples collected have been processed using multivariate =
statistical=20
methods (factor and cluster analysis). These methods have proven =
particularly=20
useful for identifying the most important parameters involved in saline=20
intrusion and provided valuable information for optimising future=20
investigations. No evidence was produced about the parameters involved =
in=20
arsenic mobilisation, that do not appear to be influenced by groundwater =

salinity. The resulting conceptual scheme forms the starting point for =
the=20
implementation of a mathematical model for simulating contamination =
phenomena in=20
the plain. This is a useful tool for predicting the effects of increased =

extraction on groundwater quality and for verifying the results of a =
future=20
reclamation project.</P>
<H4><EM>Soddu S, Barrocu G</EM><BR><STRONG>Saltwater intrusion in =
Arborea area=20
(central-western Sardinia)</STRONG></H4>
<P>The reclaimed land of Arborea, covering some 70 km <SUP>2</SUP>, is =
the most=20
productive area in Sardinia (Italy) in terms of agriculture and animal =
raising.=20
The main outcropping formations in the plain are Quaternary sands and =
gravels.=20
Two main aquifer systems have been identified: a shallow phreatic =
aquifer and a=20
deep multi-layer aquifer with varying degrees of confinement.<BR>Both =
aquifers=20
are now showing signs of intense overexploitation. Significant lowering =
of=20
piezometric levels has been observed as well as salt water intrusion and =

groundwater contamination, caused by the large number of farms in the =
area.<BR>A=20
preliminary numerical model has been developed for this zone, using the =
CODESA=20
3D finite element code, that enabled to formulate various hypotheses =
concerning=20
the causes and mechanisms of groundwater salination.<BR>Continued =
monitoring,=20
for collecting new water level measurements and chemical data, combined =
with=20
vulnerability studies has improved groundwater characterization in the =
Arborea=20
area, thus establishing a basis for updating and completing the =
numerical=20
model.</P>
<H4><EM>Manzano M, Custodio E, Loosli H</EM><BR><STRONG>The Influence Of =

Seawater Intrusion On Pollutant Diffusion In An Industrialized Coastal=20
Area</STRONG></H4>
<P>The area concerned by the events described herein surrounds the Gulf =
of=20
Augusta in Sicily, where in 1950 the petrochemical hub of Augusta =96 =
Priolo =96=20
Syracuse, one of the most important industrial hubs in Italy, was set =
up. The=20
industrial settlement progressively transformed the local environment =
and the=20
small towns of Megara Iblea and Melilli Marina disappeared. Industries =
drilled=20
more than one hundred wells, exploiting local groundwater reserves to =
satisfy=20
the ever-growing demand for fresh water. Irrational, uncontrolled and=20
competitive groundwater abstraction in the 1960s -70s, produced a water =
level=20
drawdown to 50 metres below sea level, resulting in severe seawater =
intrusion,=20
amply reported in the literature . Two aquifers existed locally, a =
phreatic=20
aquifer in the Quaternary sediments overlying Pliocene-Pleistocene =
clayey=20
sediments, and a more important deep confined aquifer, hosted in the=20
water-bearing limestones and calcarenites of Mio-Pliocene age. These two =

initially separate aquifers, were connected by a number of boreholes =
carelessly=20
drilled by industries. Seawater intrusion was first detected in the =
surficial=20
aquifer and subsequently seriously affected the deep aquifer, impairing=20
groundwater quality for industrial use and drinking water supplies. =
Furthermore,=20
groundwater and soils were jeopardized in depth by pollution from both=20
industrial waste dumps and refinery products leaking from tanks and =
pipelines=20
damaged by local seismic activity. The discovery of a large quantity of=20
hydrocarbons in some wells alarmed the population and local authorities=20
responsible for pollution control. A major and comprehensive campaign of =

investigations, which involved drilling hundreds of geognostic boreholes =

equipped with piezometers, indicated the magnitude and extent of =
contamination.=20
In the 1970s and '80s, industries attempted to check saline intrusion by =

stopping groundwater abstraction from the wells nearest the coast, =
drilling new=20
ones inland. However, this did not produce satisfactory results as =
contamination=20
was detected at the surface and in depth even in the remotest wells, =
with the=20
result that industries eventually decided to close and seal a number of =
wells=20
definitively. Since the surface strata were considered irretrievably =
lost, the=20
attention was focused on the diffusion of pollutants in the deep aquifer =
also=20
exploited for drinking water. A detailed epidemiological investigation =
recently=20
showed a statistically significant increase in the number of cancer =
cases and=20
deformities in the area, especially among people living at Augusta, =
Melilli and=20
Priolo, alarming the local population and authorities. The phenomenon =
has been=20
studied in order to devise a rational land restoration programme locally =
and=20
analyse pollutant transport from the deep aquifer to the fresh water. =
Pollutants=20
such as products for mineral oil refinement, synthetic materials and =
heavy=20
metals permitted to perform an accurate three-dimensional reconstruction =
of=20
local water-bearing zones and to study water flow. It is clear how the=20
progressive mixing of polluted and brackish water, coming from saline =
intrusion,=20
causes the diffusion of pollutants, also helped by their sulphur and =
chloride=20
content that make them readily soluble. Pollutants movement in natural =
flow=20
directions has been modified by two elements: the hollow produced by =
irrational=20
exploitation of the land and the presence of brackish water that changes =
the=20
salinity of certain pollutants. This review provides a description of=20
particularly interesting facts and events.</P>
<H4><EM>Di Sipio E, Galgaro A, Zuppi GM</EM><BR><STRONG>Salt Water =
Contamination=20
On Venice Lagoon Mainland: New Evaluation Of Origin, Extension And=20
Dynamics</STRONG></H4>
<P>The Venice Lagoon mainland is affected by salt water contamination on =
coastal=20
and circum-lagoonal aquifers owing both to sea and lagoon nearness. The=20
territory, characterized lithologically by alternance of silt, clay and =
sand=20
layers of marine, continental and marshy origin, shows several critical=20
conditions, as existence of paleorivers, lagoonal paleochannel, rivers =
suspended=20
above the surrounding land, downstreaming above sea level related to =
subsidence=20
and reclaimed land, that contribute to increase the groundwater =
salinization=20
phenomenon. Area with high permeability values seems constitute a =
preferential=20
way of movement for salt water from sea or lagoon towards inland and old =
fossil=20
water seem able to reach the surface and contribute to increase the salt =

pollution processes. In fact, during 1970s, several researches have =
detected=20
throughout the territory the existence of a deep salt water aquifer =
storing=20
fossil saline water at a depth of about 300-450 m in the southern part =
and of=20
more than 600 m in the northern part of the Venice mainland. Salt water=20
contamination of subsoil could cause ground salinization and, =
consequently,=20
desertification of the area, with a great economical damage, owing the =
great=20
agricultural development of the territory and the touristic interest of =
the=20
coast. The combined use of adequately validated geophysical and =
geochemical=20
tools confers a multidisciplinary character to the research and allows =
to define=20
the phenomenon superficial extension. Geophysical analysis based on =
Vertical=20
Electrical Sounding (VES) and conductivity logs have been performed =
together=20
with piezometry measurements and geochemical analysis on samples =
collected on=20
selected wells. Moreover, a critical revision of old geophysical data =
allowed to=20
verify possible saline contamination changes in time. Interesting =
results has=20
been obtained within the southern and the northern sector of the Venice =
lagoon=20
mainland, consisting respectively of Chioggia and Jesolo territory. In =
the first=20
case relationship between chemical and conductivity logs analysis =
reveals a=20
complex variability on ground permeability while geophysical data show =
the salt=20
water intrusion limits and a dislocation of the aquifer basement. In the =
second=20
one, considering influence of Piave and Sile rivers and presence of =
coastal sand=20
dune, it is possible to define a salt water contamination risk map to =
evaluate=20
the agricultural use of superficial water. Therefore, aim of this =
research is to=20
define the effective origin of salt water found all over the lagoon =
mainland,=20
its distribution and extension and its preferential way of movement =
within the=20
territory, relating all the information acquired to the geological,=20
geomorphological and stratigraphic characteristics of the area.</P>
<H4><EM>Tarhouni J, Ben FH, Aouadi C, Khlaifi I</EM><BR><STRONG>Entropic =
Impacts=20
On Groundwater Resources In Coastal Aquifers And Remediation=20
Analysis</STRONG></H4>
<P>In coastal areas, as population continue to expand, the need for =
groundwater=20
withdrawals iscertain to increase. The correlated analysis of economical =
sectors=20
development and the groundwater resources evolution confirms the =
negative=20
effects of entropic activities on these resources. The groundwater =
resources=20
depletion and salinisation are well explained by the development history =
of the=20
concerned area both in economical and population evolution point of =
view.=20
Particularly, the intensification of agriculture, as main sector in =
these areas,=20
has got many negative effects on the groundwater water resources for =
several=20
reasons such as: high rate of water consumption and diffuse pollution by =
nitrate=20
or others. In the beginning of economic expansion period, the main goals =

concerned the agriculture production increase and water supply for =
peri-urban=20
and urban areas without any care for the waterresources quantity nor =
quality. At=20
this period, population and, specially, rural population was frequently =
exposed=20
to famine and water scarcity. Face to this situation, the government was =

encouraged to drill and to equip wells by pumps for irrigation and water =
supply.=20
The consequent increase in withdrawals was quickly resulted in a =
continual=20
depletion of groundwater resources and the degradation of their quality. =
Indeed,=20
during the two decades, the salt intrusion becomes problem in many =
coastal=20
aquifers that are hydraulically connected with sea water. As example, =
the case=20
of the northern-eastern coastal aquifer and El Houaria one are =
considered to=20
demonstrate the effects of entropic activities. As first step to prevent =

saltwater intrusion, the size and extend of the affected area are =
evaluated on=20
the basis of monitoring threatened wells, water sampling and analysis; =
also,=20
others investigations methods such as electrical resistivity method were =
been=20
applied. The interpretation of the results confirms that the saltwater =
intrusion=20
as main problem of increase in the salinity. In this paper, a synthesis =
of=20
several methods applied and of accomplished investigations is done in =
order to=20
analyse the hypothesis of saltwater intrusion. In a second step, using=20
simulation, analysis is done to evaluated the total necessary recovery =
time to=20
restore the initial condition in order to give the importance of the =
hydraulic=20
disequilibrium resulted from the economical activities intensification. =
In the=20
last part, of the communication, an analysis of the impact of some =
remediation=20
solutions is done on the basis of a coupled flow-transport in saturated =
area=20
(MODFLOW). Two main questions are focused on: the relocation of wells in =
the=20
country side and the increase of recharge using specific management. =
</P>
<H4><EM>Kiro Y, Yechieli Y, Starinsky A, Lyakhovski V, Shalev=20
E</EM><BR><STRONG>The Effect Of The Dead Sea Level Changes On The =
Fresh-Saline=20
Interface</STRONG></H4>
<P>The Dead Sea water level has been decreasing since the sixties =
because of=20
human influence on its water budget. In the past 50 years the level has =
dropped=20
25 meters, reaching a rate of 1 m/yr in the past few years. The =
recession of the=20
Dead Sea is much more rapid than natural processes and it affects the=20
groundwater level and fresh-saline interface in the Dead Sea area. The =
present=20
study aims to determine the hydrological processes in time and space in =
this=20
extremely dynamic system. For this purpose, the fresh-saline interface =
and=20
groundwater level are monitored at the alluvial fan of Wadi Arugot up to =
2 km=20
from the coast. The groundwater level has decreased at almost the same =
rate as=20
the Dead Sea in recent years. The fresh-saline interface has also =
decreased,=20
reaching a 2-meter drop near the coast in the last two years. =
Furthermore, rapid=20
decrease in water salinity above the fresh-saline interface indicates a =
fast=20
flushing rate of the Dead Sea water in the aquifer. An interesting =
observation=20
at boreholes farther from the coast is an upward movement of the =
fresh-saline=20
interface. This upward movement is not affected by the Dead Sea level =
drop, and=20
could be the response of the interface to the groundwater level drop. =
The Dead=20
Sea level drop is accompanied by a change in the chemical composition =
(e.g.=20
Na/Cl changing from 0.28 to 0.23), while its salinity (340 g/l) has not =
varied=20
much. This creates a dynamic system of a receding lake whose composition =
changes=20
continuously. Therefore, profiles of the chemical composition in =
boreholes can=20
imply the dynamics in the groundwater system. Dead Sea water from a few =
decades=20
ago was found above more recent saline water. This suggests that there =
is a=20
continuous lateral flow of saline water from the Dead Sea into the =
aquifer.=20
Steady state and transient simulations were done on the Dead Sea =
groundwater=20
system with the SUTRA model. The simulations were for a case of a =
phreatic=20
aquifer with a changing boundary condition representing the Dead Sea =
level=20
changes. The simulation results show good agreement with the field data, =
both in=20
time and space. Furthermore, in the dynamic system of a lake level drop, =
the=20
simulations enable to determine when an inflow or an outflow of saline =
water=20
occurs beneath the fresh-saline interface. Preliminary simulations show =
that=20
high dispersion coefficient causes a saline water flow from the lake to =
the=20
aquifer while high storativity or low permeability cause flow to the =
lake. The=20
simulation results and field data will allow the prediction of the =
system=20
behavior in the future.</P>
<H4><EM>Bablani SA, Soomro SA</EM><BR><STRONG>Evaluation Of Seawater =
Intrusions=20
In The Left Bank Sediments Of Coastal District Thatta, Sindh,=20
Pakistan</STRONG></H4>
<P>Due to insufficient fresh water flow downstream the Kotri barrage =
built on=20
river Indus, seawater from Arabian sea has penetrated into coastal =
sediments of=20
southern Sindh, Pakistan. Due to large mixing of seawater into =
groundwater, the=20
coastal aquifer system has been polluted at alarming level and =
environment &amp;=20
ecosystem have been ruined in the region. To evaluate the extent of =
seawater=20
intrusions in the area, three techniques Isotopic, Chemical analysis and =

Geophysical survey were applied. The water sampling network based on=20
construction of six piezometers, two each at Sujawal, Jati and Shah =
Bundar area=20
was established. Water samples were collected upto the depth of eighty =
feet from=20
the ground surface through piezometers to perform Isotopic analysis for=20
determination of Oxygen-18 &amp; Deuterium isotopes (18O &amp; 2H) and =
Chemical=20
analysis for determination of Chloride &amp; Bicarbonate ions ratio. In =
addition=20
to this drill log of all piezometers and surface Geophysical Resistivity =
method=20
were also used to compare and correlate the results of seawater =
intrusions and=20
their variations during the Dry and the Wet seasons of the years =
2002-2003 &amp;=20
2003-2004. Permeability values of sand samples collected while drilling =
and=20
installing piezometers at different depths were measured in the =
laboratory by=20
various methods. Permeability values of sand (aquifer) can be classified =
as=20
Moderate to Low. The Isotopic and Geochemical evaluation in groundwater =
samples=20
supplemented by Geophysical method reveal the presence of a significant=20
contribution of seawater intrusions into groundwater system during Dry =
&amp; Wet=20
seasons. During the year 2002-2003 the contribution of seawater into =
groundwater=20
has been measured through isotopes of Oxygen &amp; Hydrogen was upto the =
extent=20
of minimum (18%) at Sujawal which is about 75 km away from the Coast and =
maximum=20
(92%) at Shah Bundar which is on the Coast. During the year 2003-2004 =
the=20
contribution of seawater into groundwater was lowered upto the extent of =
minimum=20
(17%) at Sujawal and maximum (77%) at Shah Bundar, due to release of =
substantial=20
amount (about20 MAF) freshwater downstream below the Kotri barrage.</P>
<H4><EM>De Montety V, Blavoux B, Valles V, Radakovitch O, Hermitte=20
D</EM><BR><STRONG>First Results About The Water Chemistry Origine In The =
Deep=20
Alluvial Aquifer Of The Rhone Delta, Camargue</STRONG></H4>
<P>This study deals with the deep alluvial aquifer of the Camargue delta =
(750=20
km2), located in the south of France between the two arms of the =
Rh=F4ne. It is a=20
confined aquifer which lies on a marnous substratum and dips from -10m =
at the=20
North-East to -55m at the South-West with a variable thickness (between =
20m=20
to70m). This aquifer have strong values of EC (from 5 to 58mS/cm) =
raising from=20
the North of the delta to the Mediterranean Sea. Moreover, since the =
70's the=20
nearest boreholes of the sea have shown an increase of the salinity =
going to an=20
over-salinization (38g/l) for one of the point. This present work tries =
to=20
determine the origin of this water chemistry and the influence of the =
sea on the=20
aquifer. Two approaches are considered: a natural tracing approach with =
monthly=20
sampling in 8 boreholes reaching the deep aquifer for the analyse of the =
major=20
ions and stable isotopes (18O, 2H, 13C) and a hydrodynamic study =
including a 20=20
minutes steps monitoring of the pressure, the temperature and the EC in =
3=20
boreholes. A monitoring of the Mediterranean Sea and the Rh=F4ne is also =
done. The=20
jointly use of Cl and 18O analyses have underline that the chemistry of =
the deep=20
aquifer does not result from a simple mixing between the Mediterranean =
Sea and=20
the Rh=F4ne. There is a contribution of a third reservoir which could be =
the=20
superficial over-salted aquifer. This influence could be explained by =
downward=20
leakage or by seepages from the boreholes. The first results of 13C =
analyses of=20
the total dissolved inorganic carbone show the influence of the =
degradation of=20
the fossil organic matter in the deep aquifer. Finally, time series =
analyses=20
have underline periodic fluctuation of 12 and 24 hours on the water =
table=20
signal. Correlative and spectral analyses will be apply to determine if =
it is=20
due to the sea tide or to the earth tide.</P><BR><A id=3Dsubgrd =
name=3Dsubgrd></A>
<H3>Submarine Groundwater Discharge</H3><BR>
<H4><EM>Robinson C, Li L</EM><BR><STRONG>Tidal dynamics in a =
subterranean=20
estuary</STRONG></H4>
<P>"Contribution of tidally-driven recirculation to near-shore submarine =

groundwater discharge" Submarine groundwater discharge (SGD) represents =
a=20
significant transport pathway for anthropogenic chemicals into coastal =
waters.=20
It consists of both terrestrially-derived fresh groundwater flow and =
recycled=20
seawater caused by the water exchanging between the aquifer and ocean =
[Taniguchi=20
et al., 2002]. The recycling of seawater across the boundary of the =
near-shore=20
aquifer is a complex and dynamic process driven primarily by oceanic =
forcing=20
(tides and waves) and density dependent flow. Although it has been =
theoretically=20
shown that tide and wave-driven circulation may account for up to 96% of =
the=20
total SGD in the near-shore region [Li et al., 1999], previous studies=20
attempting to quantify discharge rates neglect the dynamic effects of =
oceanic=20
forcing on the exchange process. Also, SGD field measurements reported =
often do=20
not separate the "fresh" from the "recycled" components, despite the=20
significantly different implications associated with each. This paper =
presents=20
numerical results which quantify the magnitude of water exchange from =
the=20
aquifer to sea driven by tidal oscillations. Fresh groundwater discharge =
in the=20
presence of tidal forcing across a sloping beach face is simulated using =
the=20
density-dependent groundwater code SEAWAT-2000 [Langevin et al., 2003]. =
A=20
parametric study based on a set of non-dimensional variables has been =
conducted=20
to identify conditions under which tidally-driven recycled seawater is =
likely to=20
constitute a large portion of the total SGD in the near-shore region. It =
is=20
revealed that the tide-induced exchange rates are strongly related to =
the=20
external forcing of the tide relative to that of the fresh groundwater =
flux.=20
Aquifer properties including the hydraulic conductivity, aquifer depth =
and beach=20
morphology also have a significant effect on the exchange rates. The =
results=20
suggest that tides may represent a main forcing for water exchange =
between the=20
aquifer and ocean, particularly on coasts with significant tidal range. =
</P>
<H4><EM>De Oliveira J, Da Costa Lopes J</EM><BR><STRONG>Assessment Of =
Submarine=20
Groundwater Discharge And Seasonal Oscillations In Seawater Rn-222 =
Inventories=20
Of Ubatuba, Brazil</STRONG></H4>
<P>A potential means of determining groundwater pathways and flux rates =
into the=20
coastal zone is the application of 222Rn as a natural tracer. The 222Rn =
levels=20
often found in groundwater are 2-4 orders of magnitude higher than those =
radon=20
levels observed in seawater. Besides that, 222Rn is a natural =
short-lived=20
radioisotope (t1/2 =3D 3.83 days) and is chemically inert. This method =
is an=20
excellent qualitative tool for identifying areas of spring or seepage =
inputs in=20
most coastal environments. It can also be a good quantitative tool in =
shallow=20
marine environments characterized by large amounts of submarine =
groundwater=20
discharge (SGD) under certain conditions. We describe here an =
application of=20
222Rn in excess to estimate SGD in a series of small embayments of =
Ubatuba, S=E3o=20
Paulo State, Brazil, covering latitudes between 23=B0;26'S and =
23=B0;46'S and=20
longitudes between 45=B0;02'W and 45=B0;11'W. Ubatuba region is located =
about 270 km=20
north S=E3o Paulo and it is considered a tropical coastal area. The main =

geologic/geomorphologic feature is the presence of pre-Cambrian granites =
and=20
migmatites of a mountain chain locally called Serra do Mar (altitudes up =
to=20
1,000 meters), which reaches the shore in almost all of the study area, =
and=20
limits the extension of the drainage systems and of Quaternary coastal =
plains.=20
In the study area the coastal aquifer system can be classified as a =
fractured=20
rock aquifer, covered by Pleistocene and Holocene sediments. The =
discharge=20
pattern of this kind of aquifer is spatially heterogeneous, with =
preferential=20
flow paths along rock fractures. 222Rn in excess inventories obtained in =
24=20
vertical profiles established from March/03 to July/05 varied from 345 =
&#61617; 24 to=20
18,700 &#61617; 4,900 dpm/m2. The highest inventories of 222Rn in excess =
were observed=20
both in Flamengo and Fortaleza embayments, during summer campaigns =
(mostly in=20
March), which corresponds exactly to the month of highest pluviometry =
(about=20
344.9 mm). The annual pluviometric rates at Ubatuba region varies from =
1,500 to=20
2,000 mm, August is the only month presenting pluviometry lower than 100 =
mm. The=20
estimated total fluxes required to support inventories measured varied =
from 62 &#61617;=20
4 to 3,385 &#61617; 880 dpm/m2 d. Considering these results, the SGD =
advective rates=20
necessary to balance the sub-pycnocline fluxes calculated in Ubatuba =
embayments=20
ranged from 0.1 x10-1 to 1.9 cm/d. Taking into account all fluxes =
obtained, the=20
percentual variability was 89% (seasonal variation in 3 years period, n =
=3D 24=20
measurements). Although, if we consider each year of study separately, =
the=20
respective percentual variabilities estimated are 72% in 2003 (n =3D 10=20
measurements), 127% in 2004 (n =3D 6 measurements) and 97% in 2005 (n =
=3D 8=20
measurements).</P>
<H4><EM>Weinstein Y, Barak H</EM><BR><STRONG>Sgd In The Eastern=20
Mediterranean</STRONG></H4>
<P>In the Mediterranean coast of Israel, two aquifers are draining to =
the sea =96=20
the Pleistocene coastal granular aquifer and the Cretaceous carbonate =
one. The=20
Pleistocene aquifer is mainly phreatic, while the carbonate aquifer is =
usually=20
confined, but drains to the sea at several locations along the northern =
coast=20
(the Carmel and Galilee areas). In a survey conducted in shallow coastal =
water=20
during the summer 2004 we found a large number of sites with high 222Rn=20
activities and low salinities (up to 28 dpm/l and as low as 12 ppt,=20
respectively) along the northern coast, implying the existence of =
Submarine=20
Groundwater Discharge (SGD) in this area. On the other hand, high =
activities of=20
222Rn were not found at any southern coastal site during the dry season, =
but=20
activities as high as 3 dpm/l were found during the rainy season. The =
reduced=20
SGD in the south is probably due to the efficient confinement of the =
Cretaceous=20
carbonate aquifer and to the reduced hydraulic heads in the overlying=20
Pleistocene granular aquifer. On the other hand, the SGD at the north is =
from=20
the Cretaceous aquifer, either by direct discharge to the sea or through =
the=20
overlying Pleistocene aquifer. The latter becomes possible due to the =
absence of=20
confining layers or via transversal faults, which are very frequent in =
this=20
area. A radon and electric resistivity survey, conducted in deeper water =
(5-10=20
m) along the northern coast, suggests that deep water SGD is limited to =
just a=20
few sites. Some of these sites show a correlation with bathymetric =
features that=20
were located by a multi-beam. Unlike radon, 226Ra activities were =
usually low=20
(&lt;0.3 dpm/l), suggesting that the discharge is mainly of fresh water. =
Time=20
series measurements conducted in several northern sites show that radon=20
activities vary significantly (by up to a factor of 5) with prominent =
tidal=20
patterns. A calculation based on the variability in radon activities =
(Burnett=20
and Dulaiova, 2003) shows that the SGD fluxes to two northern sites is =
on the=20
order of 5-6 cm/day. A large tidal variability (factors of 2-5) was also =

observed in groundwater in onshore well in the Carmel area. Nutrients =
are=20
usually significantly higher in high radon sites than in other eastern=20
Mediterranean coastal water. This is especially true for enclosed water =
bodies,=20
where nitrates get as high as &gt;100 mM compared with 0 to 3 mM in =
nearby=20
eastern Mediterranean coastal water.</P>
<H4><EM>Aureli A, Cusimano G, Fidelibus D, Gatto L, Hauser S, Privitera =
AMG,=20
Schiavo AM, Zuppi GM</EM><BR><STRONG>Characterization Of Submarine =
Groundwater=20
Discharge Along The South-Eastern Coast Of Sicily (Italy)</STRONG></H4>
<P>Within the research and the management of ground waters, an important =
role is=20
played by coastal aquifers, polluted due to salinization and human =
activities,=20
which pose serious concerns to the economy of the related territories. A =

project, established through collaboration between the Italian =
Universities of=20
Palermo, Bari, Venice and the IAEA and UNESCO International =
Institutions,=20
concerned the study of the coastal aquifers of the south-eastern coast =
of=20
Sicily, from Syracuse to Donnalucata, showing specific characteristics. =
The=20
studied area is known as Hyblean Plateau: it is characterized by =
outcrops of=20
carbonate and vulcanite outcrops, connected to the tectonic activity =
during the=20
Cretaceous and the Pliocene period. The aquifers were selected since the =
related=20
territories are subject to groundwater over-exploitation due to the high =
water=20
demand connected to intensive agricultural practices: thus, aquifers =
result=20
polluted and their coastal condition involves, under over-exploitation, =
the=20
disturb of the equilibrium between fresh ground waters and seawater =
present=20
inland, with consequent salinization. The research project involved the =
study,=20
from the geochemical and isotopic point of view, of well waters, springs =
and=20
submarine discharges in order to understand the relationships existing =
among=20
these waters, to identify the best tracers of the natural and =
human-related=20
phenomena occurring in the area as well as to estimate the presence of =
possible=20
environmental effects of them on the sea ecosystem. Hydrogeochemical =
surveys=20
were carried out, every three months, from 2002 to 2004 on a net of =
wells,=20
sub-aerial and submarine springs: the present report synthesizes the =
main=20
results of the research. Key words: Groundwater, coastal area, tracers, =
mixing,=20
Sicily.</P>
<H4><EM>Groen JJ, Groen MMA, Post VEA, Kooi H</EM><BR><STRONG>Seaward=20
Continuation Of Groundwater Flow Systems Along The Coast Of The=20
Netherlands</STRONG></H4>
<P>Geophysical and hydrogeological methods were used to study the =
offshore=20
continuation of groundwater flow conditions and submarine groundwater =
discharge=20
along the coast of TheNetherlands near the towns of Zandvoort and =
Wassenaar. A=20
belt of dunes, several kilometers wide, borders the coast in the area. =
The dune=20
system is used by water supply companies for artificial recharge of =
surface=20
water and subsequent abstraction of the filtrated groundwater. The fresh =
water=20
lens in the dune belt penetrates most of the underlying Pleistocene =
aquifer=20
system to a depth of about 120 m. A phreatic and semi-confined aquifer =
can be=20
distinguished, separated by a Holocene unit with a variable clay =
content. First,=20
onshore, vertical electrical sounding (VES), continuous VES and time =
domain=20
electromagnetic measurements (TDEM) were conducted to characterize the =
lens=20
geometry. Cone penetration tests for electrical conductivity (CPCT) and =
pore=20
pressure were conducted on the beach down to the mean low water line to=20
constrain the interpretation of the geophysical measurements. The =
measurements=20
revealed a brackish phreatic aquifer and saline confining layer, =
underlain by a=20
variable thickness fresh water layer in the semi-confined aquifer. =
Subsequently,=20
offshore TDEM measurements were made using a floating, coincident,=20
antennae/receiver loop, 40 m in diameter. Evidence for fresh-water =
beneath the=20
seafloor was found up to several hundreds of meters off the coast. =
Hydraulic=20
head monitoring allowed study of the tidal response of the semi-confined =
aquifer=20
from which the hydraulic properties of the semi-confined aquifer were =
derived.=20
These were used in a variable-density flow and transport model to =
investigate if=20
the data represent (quasi-)steady outflow conditions, or whether the =
offshore=20
fresh water distribution reflects transient conditions associated with =
recent=20
coastline migration and onshore activities in the dune area.</P>
<H4><EM>Bratton JF, Colman JA, Crusius J, Mccobb TD, Massey AJ, Koopmans =
DJ,=20
Masterson JP</EM><BR><STRONG>Evidence And Implications Of A Fresh =
Groundwater=20
Flow System Beneath A Shallow Coastal Estuary In New =
England</STRONG></H4>
<P>Coastal resource managers are very concerned about nutrients that are =

entering many estuaries via submarine groundwater discharge. These =
nutrients are=20
contributing to eutrophication and harmful algal blooms. A drilling =
operation=20
was conducted at an estuary on Cape Cod, Massachusetts, to test =
hypotheses about=20
groundwater flow under and into the estuary, and to constrain results of =

previous geophysical surveying and modeling efforts. A barge-mounted =
drilling=20
rig was used to advance an electrical resistivity probe and collect =
submarine=20
groundwater samples in a transect of seven sites spanning a kettle pond =
breached=20
by rising sea level, a shallow estuary, and a channel linking the pond =
and=20
estuary. Results are consistent with continuous resistivity profiling =
data=20
collected in 2004 using a surface-towed system. Sampling and geophysical =

measurements indicate that the kettle pond, Salt Pond, is underlain by =
brackish=20
groundwater in generally fine-grained sediments as deep as 15 m below =
the=20
sediment surface. The channel connecting the pond to the rest of the =
estuary has=20
nearly fresh water present at shallow depths (3 m below the sediment =
surface or=20
less) that originates as recharge in upgradient areas on shore. Some of =
this=20
fresh water may flow completely under the pond before rising beneath the =

channel. The area of the estuary adjacent to the channel, Salt Pond Bay, =
is=20
underlain by a layer of fresh ground water over 15 m thick that extends =
as far=20
offshore as measured (about 425 m). This offshore flow is the result of=20
fine-grained surficial sediments extending 2 to 3 m below the sediment =
surface=20
and acting as an aquitard to downward flow of overlying saline water, =
and upward=20
flow of underlying fresh water. The implication for the water and =
nutrient=20
budgets of the system is that there is a significant amount of =
groundwater that=20
bypasses the pond, channel, and bay before discharging more than 500 m =
offshore.=20
The convoluted shoreline configuration, shallow depth, and fine-grained=20
sediments found in this estuary system are not uncommon in the =
northeastern=20
U.S., Canada, and northern Europe. This suggests that shallow embayments =
located=20
along formerly glaciated coastlines, such as the one investigated on =
Cape Cod,=20
may commonly be underlain by extensive fresh groundwater flow systems =
that=20
discharge in unpredictable locations.</P>
<H4><EM>Michael HA, Mulligan AE, Harvey CF</EM><BR><STRONG>Saline water =
exchange=20
between aquifers and the coastal ocean driven by the seasonal hydrologic =

cycle</STRONG></H4>
<P>Fresh and saline groundwater flowing from coastal aquifers into the =
ocean is=20
an important pathway for transporting nutrients and contaminants across =
the=20
sediment-water interface and can adversely affect coastal ecosystems. =
Field=20
measurements during five summers in Waquoit Bay, Massachusetts reveal =
the=20
pattern and composition of this submarine groundwater discharge (SGD). =
Maximum=20
discharge occurs in two bands parallel to the shoreline: brackish =
outflow=20
nearshore and saline discharge offshore. Most of the total outflow in =
the summer=20
is saline, yet net seawater inflow over a tidal cycle is negligible. =
Circulation=20
mechanisms such as tides, waves, and hydrodynamic dispersion cause =
significant=20
saline groundwater discharge, and are potentially important for chemical =
loading=20
to estuaries. However, these mechanisms can explain only a fraction of =
the=20
observed saline outflow in Waquoit Bay and produce zero net flow over a =
tidal=20
cycle. We propose that large-scale saline discharge is caused by =
seasonal=20
movement of the freshwater-saltwater interface within coastal aquifers =
that is=20
driven by, but lags, seasonal recharge. A series of idealized numerical =
models=20
demonstrates this process for a range of realistic aquifer parameters, =
and a=20
time lag between maximum recharge and simulated peak discharge may =
explain the=20
observed net discharge during times of low recharge. Winter hydraulic =
gradient=20
measurements in Waquoit Bay indicate inflow in the zone of peak summer =
saline=20
discharge, confirming seasonal variation in SGD at this field site.</P>
<H4><EM>Karam H, Gardner A, Mulligan A, Harvey C</EM><BR><STRONG>A novel =

low-cost instrument for measuring small-scale head gradients and its =
application=20
to automatically monitoring submarine groundwater =
discharge</STRONG></H4>
<P>We present the design of a relatively low-cost differential pressure =
sensor=20
for determining head gradients across the groundwater-surface water =
interface.=20
This device includes a differential pressure transducer and a =
conductivity cell=20
with a temperature sensor. By connecting it to a drive-point piezometer =
inserted=20
into sea-bottom sediment, the device measures the vertical hydraulic =
gradient=20
across the sediment/water interface, as well as the salinity (electrical =

conductivity) and temperature of both sediment pore water and ambient =
seawater.=20
The instrument takes a zero reading, where both ports of the pressure =
transducer=20
are connected to either ambient seawater or groundwater, prior to =
measuring the=20
desired pressure difference. This facilitates the correction of any =
zero-offset=20
errors in the collected data, which is critical for capturing the true =
direction=20
of water flux across the seafloor. Temperature and salinity information =
are used=20
in post-processing vertical hydraulic gradient data to correct for any =
density=20
difference between sediment pore water and seawater, as well as to =
provide=20
information on the origin of the water seeping through sea-bottom =
sediments.=20
Batteries housed within the instrument provide adequate power to operate =
it for=20
more than six months at a time, as it autonomously records high =
frequency=20
measurements (every 15 minutes) to a local flash memory card. This =
longevity is=20
necessary for collecting data during winter months when near-shore =
waters=20
freeze. Data from laboratory-based work to calibrate and test the =
instrument are=20
presented. Additionally, the results of preliminary, short-term field =
tests are=20
described.<BR>This differential pressure sensor is a promising new tool =
for=20
understanding water fluxes across the seafloor in near-shore =
environments.=20
Through temporary deployment of a seepage meter, the collected pressure =
gradient=20
data can be calibrated to provide information on rates of water flux =
into and=20
out of the sediment. A network of such differential pressure sensors can =
be=20
deployed to autonomously observe the spatial distribution of advective =
flows=20
across the seafloor in a near-continuous manner. We expect such data to =
be very=20
valuable in quantifying the magnitudes of water exchange between the =
subsurface=20
and coastal oceans, and the role of various processes that may drive =
this=20
exchange over different timescales (for example: storms, waves, tides, =
and=20
changes in the inland water table).</P>
<H4><EM>Spiteri C, Slomp CP, Meile C</EM><BR><STRONG>Modeling =
Biogeochemical=20
Processes In Subterranean Estuaries: The Effect Of Flow Dynamics And =
Redox=20
Conditions On Submarine Groundwater Discharge Of Nutrients</STRONG></H4>
<P>Submarine groundwater discharge (SGD) is an important transport =
pathway for=20
dissolved chemical species from land to coastal waters. SGD of nutrients =
is of=20
particular relevance since it can cause eutrophication problems in the =
coastal=20
zone, such as the triggering of nuisance algal blooms, especially in =
areas with=20
high anthropogenic inputs to groundwater. Even though rates of SGD may =
not be=20
remarkably high (worldwide range of 0.03 to 454 m yr-1, most of which =
fall below=20
36 m yr-1), the concentration of nutrients in groundwater is usually =
higher than=20
in riverwater and seawater, leading to significant nutrient fluxes. =
However, the=20
chemical composition of SGD is not only affected by the landward =
sources, but=20
also by the biogeochemical processes in the mixing zone of freshwater =
and=20
seawater. In this study, we use a 2D density-dependent reactive =
transport model=20
to simulate the water flow and biogeochemical processes affecting =
nitrogen (N)=20
and phosphorus (P) in a coastal aquifer with a typical =
freshwater/seawater wedge=20
(Ghyben-Herzberg interface). We focus on assessing the role of =
differences in=20
flow regime and redox conditions on the fate of dissolved NO3-, NH4+ and =
PO4 in=20
subterranean estuaries. Four types of redox conditions are considered: =
i) oxic=20
groundwater meeting oxic seawater, ii) oxic groundwater meeting anoxic =
seawater,=20
iii) anoxic groundwater meeting oxic seawater and iv) anoxic groundwater =
meeting=20
anoxic seawater. In our simulations, we assume that the fresh =
groundwater is=20
contaminated with NO3- and PO4 originating from sewage effluents or =
agricultural=20
activity along the coast. Anoxic seawater is typical for many coastal =
sediments=20
because of input of reactive organic matter from the water column. The =
key=20
processes included in the model that involve nutrients are =
nitrification,=20
denitrification, P removal through authigenic mineral formation (e.g. =
authigenic=20
calcium-phosphate minerals) and sorption onto Fe-oxides. Sensitivity =
analyses=20
demonstrate the key role of both the flow regime and redox conditions in =

determining nutrient fluxes and N:P ratios in SGD. In most scenarios, =
SGD is=20
characterized by N:P ratios above the Redfield ratio of 16.</P><BR><A =
id=3Dintbarr=20
name=3Dintbarr></A>
<H3>Intrusion Barriers</H3><BR>
<H4><EM>Johnson TA, Sim Y</EM><BR><STRONG>Injection Wells To Halt =
Saltwater=20
Intrusion</STRONG></H4>
<P>Decades of groundwater overdraft from the coastal aquifers of the =
Central and=20
West Coast groundwater basins in Los Angeles County, California, caused=20
potentiometric elevations to fall below sea level, resulting in =
saltwater=20
intrusion that contaminated water wells and threatened the future =
usability of=20
the basins. To halt the intrusion, an extensive network of injection and =

monitoring wells were constructed by the Los Angeles County Flood =
Control=20
District (County) who has operated the wells for the past 50 years. =
There are=20
three barrier well projects: 1) The West Coast Basin Barrier Project is =
a 15 km=20
stretch of 153 injection wells and 276 monitoring wells that reach =
depths of 213=20
m; 2) The Dominguez Gap Barrier Project is a 10 km stretch of 94 =
injection wells=20
and 232 monitoring wells that reach depths of 140 m; and 3) The Alamitos =
Barrier=20
Project is a 3.5 km stretch of 43 injection wells and 239 monitoring =
wells that=20
reach depths of 137 m. The wells continuously inject water at rates of =
0.1 cfs=20
to 0.45 cfs each into the confined aquifers to increase the =
potentiometric=20
elevations at internodal monitoring wells to attempt to prevent the =
intrusion.=20
The injection water then flows inland, replenishing the aquifers with =
fresh=20
water that is later pumped out for potable and industrial use. The Water =

Replenishment District of Southern California (WRD) purchases the water =
for=20
injection. In 2004-2005, WRD has estimated that 44,652,043 cubic meters =
of water=20
will be injected into the barriers at a cost of $17.4 million. From the =
1950s to=20
mid 1990s, only treated, potable water was used for injection. Since =
then,=20
highly treated (reverse osmosis) recycled water has replaced some of the =
potable=20
water. Currently, about half of the injected water is potable and the =
other half=20
recycled. Chloride samples and water elevations are regularly collected =
from=20
monitoring wells by the County to assess the effectiveness of the =
injection=20
wells. If leaks past the barrier are detected, injection rates for the =
nearby=20
wells are increased. If necessary, additional injection wells have been=20
installed in-between the existing injection wells or as an extension of =
the=20
existing stretch of the wells. This system has worked very well to =
protect the=20
coastal aquifers from saltwater intrusion, but at a high cost. =
Alternative=20
methods to barrier injection wells, such as reduced pumping, =
low-permeability=20
cutoff walls, or inert gasses, are continually evaluated.</P>
<H4><EM>Labreg=E8re D, Delhomme JP, Priestley =
A</EM><BR><STRONG>Mitigating Salt=20
Water Advance Using Horizontal Wells:Risk Based Comparison Of Different=20
Approaches</STRONG></H4>
<P>Many coastal regions in the world experience an intensive salt water=20
intrusion in aquifers due to natural and anthropogenic causes. Seawater=20
intrusion is highly dependent on coastal geology (depositional channels, =

presence of fractures, etc=85). A good geological characterization must =
be=20
undertaken to better understand the specific intrusion phenomenon and =
then=20
select the best approach for remediation. A number of techniques such as =
fresh=20
water injection or salt water extraction can be used to prevent or =
retard the=20
salinization process. With either technique, drilling horizontal wells =
can bring=20
significant benefits as compared to vertical wells. They can be drilled =
with=20
smaller surface footprints, and can allow extracting or injecting =
significantly=20
larger volumes of water as compared to conventional vertical wells. The =
first=20
part of the study consists in simulating horizontal wells performance =
compared=20
to vertical wells barriers in a homogeneous media. The type of =
remediation=20
technique to be used and its design will vary according to the aquifer=20
characteristics that are unfortunately unknown. In the second part of =
this work=20
we perform a risk analysis to reduce this uncertainty and select the =
best=20
approach. Seawater intrusion is simulated in three dimensions using a=20
methodology based on Monte Carlo analysis. The basic steps are: first, a =

geostatistical model is selected to simulate a number of heterogeneous =
hydraulic=20
conductivity fields consistent with this model; second, seawater =
intrusion=20
steady state is solved for each heterogeneous field; third, transient=20
simulations of the fresh water injection and the salt water extraction =
using=20
horizontal wells are performed for each heterogeneous field. Lastly, the =
set of=20
simulation produced for each remediation technique is analyzed and the=20
associated risks with are compared. Fresh water injection and salt water =

extraction with horizontal wells can be combined in an integrated way. =
For=20
instance, the extracted salt water can be desalinated, used by the =
population,=20
and treated used water can be re-injected, the aquifer acting as a =
buffering=20
zone. In summary, with proper aquifer characterization, modeling and =
monitoring=20
during wells design, installation and exploitation phases, choices about =

remediation measures can be made based on risk analysis. Horizontal =
wells can be=20
contribute to the remediation process with increased efficiency and =
reduced=20
costs.</P>
<H4><EM>Fordham E, Watt D, Johnson T, Weeks J, Gularte F, Barneich J, =
Burton=20
J</EM><BR><STRONG>Seawater Barrier Demonstration Project Using A =
Physical Deep=20
Soil Mix Wall</STRONG></H4>
<P>The US Bureau of Reclamation in conjunction with the Water =
Replenishment=20
District of Southern California has promoted and financed a =
demonstration=20
project involving the use of deep soil mixing in the construction of a =
physical=20
cutoff wall to limit landward intrusion of seawater. The project site is =
located=20
in the Alamitos Gap between Seal Beach and Long Beach, California, USA. =
Seawater=20
intrusion occurs through the gap within a shallow aquifer that is less =
than 30=20
meters deep and communicates with water supply aquifers further inland. =
The=20
physical cutoff wall concept calls for a soil-mix wall constructed into =
the=20
aquitard that underlies the aquifer and spans the 3.5-kilometer length =
of the=20
gap. The demonstration project's primary objectives were to prove the=20
feasibility of constructing a deep soil-mix wall and to evaluate the =
wall's=20
effectiveness at limiting intrusion. Key elements of the demonstration =
project=20
included 1) careful hydrogeologic evaluation of the selected site to=20
characterize aquifer and aquitard intervals, 2) rigorous laboratory =
testing of=20
site sediments to determine an optimum mixture of soil, slag, cement and =
clay,=20
3) application of the Trench Remixing and Deep wall method (TRD) to =
construct=20
demonstration test cells, and 4) field testing prior to and following =
test cell=20
construction to demonstrate the effectiveness of the soil-mix wall. TRD =
machines=20
have been used extensively in Japan where this technology was developed. =
The=20
Alamitos Gap demonstration project was the first application of this =
technology=20
for seawater intrusion in the United States. During design, =
hydrogeologic=20
evaluation indicated variability in the aquitard beneath the shallow =
aquifer;=20
therefore, two test cells each 8 meters square and completed to depths =
of 20 and=20
24 meters were utilized to assess potential underflow to wall depth. =
Testing of=20
5 different soil-mixes indicated the addition of slag, cement and =
sepiolite at=20
specific percentages as optimal for field application in order to =
achieve a wall=20
permeability of 1x10-6 cm/sec or less. Use of the TRD method to =
construct the=20
test cells proved effective at producing a homogeneous, low-permeability =

soil-mix wall to a depth of 24 meters. The resulting permeability of the =
wall as=20
demonstrated by laboratory and field tests was less than 1x10-6 cm/sec. =
During=20
testing, seepage that entered the test cells was shown to be =
predominantly from=20
beneath the test cells through the underlying aquitard sediments. The =
deeper=20
test cell was more effective at cutting off the underflow. </P>
<H4><EM>Abarca E, Carrera J, Vazquez-Sune E</EM><BR><STRONG>Hydraulic =
Efficiency=20
Assessment And Optimal Design Of Correctives Measures To Reverse =
Seawater=20
Intrusion In The Llobregat Delta Aquifers, Barcelona, =
Spain</STRONG></H4>
<P>Freshwater injection to create seawater intrusion barriers is often=20
considered a waste of resources. It is generally believed that most of =
the=20
injected water flows seawards and, thereby, it is lost. However, we =
present here=20
a field case that contradicts this extended belief. The main aquifer of =
the=20
Llobregat delta suffers a severe seawater intrusion problem. Water =
authorities=20
have sought advice to optimally design corrective measures that allow =
both=20
maintaining the current pumping regime and restoring the water quality =
of the=20
aquifer. To address this issue we determine the hydraulic efficiency of=20
different corrective measures. This hydraulic efficiency is computed by =
the=20
shadow prices obtained using a linear programming optimization method =
that=20
constrains heads at several control points. In the case of the =
freshwater=20
injection barrier this efficiency is higher than one, which implies that =
by=20
injecting water near the shore, not only can we recover the amount of =
water that=20
has been injected but extract even more resources. This result reflects =
that, in=20
this case, the protective effect of the barrier is as relevant or more =
than the=20
sole increase of available water caused by injection. Once the =
efficiency is=20
determined, a non-linear optimization method is used to design the =
optimal=20
injection regime to restore the water quality of the aquifer. Chloride=20
concentration constrains are used in this case to determine the optimal=20
injection rate in the studied corrective measures.</P>
<H4><EM>Larabi A, Aharmouch A, Cheng A.H-D</EM><BR><STRONG>Mathematical =
Model=20
For Seawater Intrusion In The Coastal Aquifers Using =
Saturated/Unsaturated Flow=20
Formalism</STRONG></H4>
<P>Coastal aquifers are often heavily stressed by the overexploitation =
of=20
groundwater. As a consequence, seawater can invade the freshwater zones =
and=20
degrade groundwater quality. To design an appropriate management =
strategy for=20
these vulnerable areas, the location of the freshwater-saltwater =
interface needs=20
to be predicted. A numerical procedure is developed for solving this =
problem in=20
steady conditions using the Galerkin finite element technique. The =
innovative=20
approach of this paper is to use the saturated/unsaturated flow =
formalism to=20
model the saltwater region as an unsaturated one. Using the relative=20
permeability concept, the flow in the saltwater region is effectively =
reduced to=20
zero, satisfying the Ghyben-Herzberg assumption. This technique avoids =
the need=20
of a moving mesh to model two distinctive zones, and a fixed finite =
element mesh=20
can be used. Benchmark tests involving confined and phreatic coastal =
aquifers=20
are studied to validate the present approach. The model is also applied =
to the=20
coastal aquifer of Sous Chtouka in Morocco to simulate saltwater =
intrusion. The=20
Sous Chtouka plains, with a total area of about 3950 km2, are part of =
the=20
Moroccan coastal plains which is located to the east of Atlantic Ocean =
in the=20
south of Morocco. The area is characterized with heavy agricultural and =
tourist=20
activities and it is considered a densely populated area around the =
large city=20
of Agadir. Groundwater in the area is used to supply agricultural and =
domestic=20
purposes. In the area the groundwater level dropped between 1-3 m/year, =
if this=20
over-exploitation continues without better management the seawater =
intrusion=20
will deteriorate the groundwater quality with increase of salinity. =
There exist=20
a potential for water resources (more than 20 Mm3/yr for a population =
more than=20
2.5 M) that could be reused after pre-treatment by plants to contribute =
in=20
compensating the water budget deficit. The sand dune sites which are =
located in=20
the coastal area, south of the Agadir city, offer potential sites for =
artificial=20
recharge in the framework of regional water resources development. For =
this=20
purpose, the mathematical model described previously has been applied to =
study=20
groundwater flow and salt water intrusion in this aquifer. Different =
management=20
scenarios have been simulated to provide the managers with a prediction =
tool=20
that could help in decision making for quantitative and qualitative =
groundwater=20
management in this groundwater system. Acknowledgements: The work =
reported=20
herein is supported by the U.S. National Science Foundation grant =
OISE-0422868=20
"Optimal groundwater models for sustainable management of coastal=20
aquifers.".</P>
<H4><EM>Barcelona MJ, Moonkoo K, Masciopinto C, La Mantia =
R</EM><BR><STRONG>A=20
Gypsum-Barrier Design To Stop Seawater Intrusion In A Fractured Aquifer =
At=20
Salento (Southern Italy): Preliminary Results</STRONG></H4>
<P>Seawater intrusion into fresh water aquifers occurs in many coastal=20
hydrogeologic settings due to overexploitation of freshwater resources. =
This can=20
render the ground water unfit for potable or agricultural use without =
extensive=20
treatment. It can be exacerbated by seawater level increases as a result =
of=20
climate change on which there is wide consensus in the scientific =
community=20
(Oreskes, 2004; Framing Committee of the GWSP, 2004). Basin scale =
water-balance=20
deficits may be used together with hydrogeologic modelling and water =
quality=20
monitoring data to track the advance of seawater intrusion (EEA, 1996). =
Due to=20
the growth of population and increased exploitation of the ground-water=20
resources in coastal areas the problem is truly global in proportion. =
The=20
situation is particularly acute in the Mediterranean, the Yucatan =
peninsula in=20
Mexico, the Middle East, the SE and SW United States as well as on many =
islands=20
with arid to semi-arid climates. (Barlow and Wild, 2002; SWICA2, 2003).=20
Continued exploitation of limited freshwater resources can also lead to =
up-flow=20
of relict marine waters underlying the fresh water zone compounding the =
effects=20
of seawater intrusion. The proposed studies has been designed to test =
the=20
feasibility of creating a subsurface barrier to seawater intrusion by =
induced=20
gypsum precipitation in fractured carbonate aquifers. The primary goals =
of the=20
work are to integrate field and laboratory results on aquifer =
characterization=20
and gypsum precipitation kinetics with a one-dimensional reactive =
transport=20
model nested in a recently developed three-dimensional groundwater flow =
model of=20
a fractured coastal aquifer (Masciopinto, 2006). The project will =
requires at=20
first step the laboratory analytical characterization of ground water =
and=20
geochemistry (mineralogy, elemental composition, ion-exchange and =
sorptive=20
properties towards environmentally safe precipitation inhibitors); =
determination=20
of the location of the 50% salinity contour within the Nard=F2 coastal =
aquifer=20
(Southern Italy) and the zone of influence of an injection of the gypsum =

solution on the basis of model simulations; and execution of bench pilot =
scale=20
injection experiments on gypsum precipitation in the established =
fractured rock=20
test facilities of the CNR-IRSA in Bari, Italy. The proposed work =
represents the=20
necessary initial steps to confront the problem of seawater intrusion =
into=20
fractured aquifers by emplacement of a barrier by induced mineral =
precipitation.=20
The results of the work will assist regional, national, and local water=20
management interests to better regulate water use and protection as well =
as to=20
avoid conflicts over scarce resources.</P>
<H4><EM>Wu J</EM><BR><STRONG>The Coastal Underground Reservoir =
Constructed for=20
controlling the Seawater Intrusion in Longkou City, Shangdong Province,=20
China</STRONG></H4>
<P>Seawater intrusion was observed in China's coastal aquifers as early =
as the=20
1960s. At present, it covers an area of more than 2000 km2 in China. In =
2002,=20
the seawater intrusion area was increased to 1773.6 km2 in Shangdong =
Province,=20
China, and it is continuing to extend in the coastal area of Laizhou =
Bay. In=20
order to study the characteristic of the seawater intrusion and the =
pattern of=20
the saltwater/freshwater interface, we set the China's first =
three-dimensional=20
seawater intrusion observation network in Longkou City of Shangdong =
Province in=20
1989. The data obtained for six consecutive years show that there is =
usually a=20
wide transition zone in the study area, but in some regions, a =
relatively=20
distinct and sharp interface is formed. Seawater intrusion was caused by =
the=20
excessive pumping of the groundwater from the coastal aquifer. The =
interface was=20
generally formed on the inland side not far away from the powerful =
discharge=20
pumping center, and seawater intrusion stops there. The monitoring data=20
suggested that, if the powerful discharge pumping center moves landward, =
the=20
saltwater will start advancing landward until a new equilibrium is =
reached, and=20
even if a new pumping well, whose discharge is very small, is drilled, =
the=20
equilibrium would be upset, thus causing the interface to advance inland =
slowly.=20
The observation data also show that, from 1984 to1994, the seawater =
intrusion=20
area was increased from 64.5 km2 to 103.0 km2 in Longkou City, Shangdong =

Province. In order to control the development of the seawater intrusion, =
in=20
1995, a continuous underground concrete wall, by the method of =
high-pressure jet=20
grouting, was constructed in the downstream plain area of the =
Huangshuihe River=20
in Longkou City. The average depth of the 5842 m long concrete wall is =
26.7 m,=20
and the maxim depth is 41 m. It forms a coastal underground reservoir =
with the=20
total storage capacity of about 5359X104 m3. In the past 10 years, the =
reservoir=20
obtained great economic benefit, social benefit and ecosystem benefit. =
Keywords:=20
Seawater intrusion, the coastal underground reservoir, the concrete=20
wall.</P><BR><A id=3Dgeoph name=3Dgeoph></A>
<H3>Geophysics</H3><BR>
<H4><EM>Goldman M, Toledano Avivi O, Friedman =
V</EM><BR><STRONG>Delineating=20
Fresh-Saline Water Interface Within The Mediterranean Coastal Aquifer Of =
Israel=20
Using Combined 2-D Resistivity Imaging And Tdem =
Measurements</STRONG></H4>
<P>Time domain electromagnetic (TDEM) method became a leading =
geophysical=20
technique for detecting and monitoring seawater intrusion into coastal =
aquifers=20
of Israel and of many other countries around the world. The method has =
replaced=20
traditional resistivity soundings (VES) due to its superior accuracy and =

reliability of the interpretation. However, the successful application =
of TDEM=20
is very limited in urban areas because of a high sensitivity to ambient =
EM noise=20
and due to the necessity of using relatively large infrastructures free =
areas to=20
lay down the transmitting antenna. Contrary to TDEM, resistivity =
soundings are=20
carried out along straight lines (e.g. streets or roads) and are =
practically=20
insensitive to most kinds of EM noise. To overcome the above mentioned=20
limitations of TDEM, an attempt has been made to supplement TDEM by 2-D=20
resistivity imaging measurements in those areas, where the application =
of TDEM=20
alone is virtually impossible. To calibrate the resistivity =
measurements,=20
several lines have been run near existing observation wells first. All=20
calibration measurements detected a very low resistivity layer in the =
bottom of=20
the interpreted resistivity cross-section, which was identified with =
seawater=20
intrusion. However, in some cases the intrusion was located =
significantly deeper=20
than that detected in the well and by TDEM. Analysis shows that this =
problem was=20
caused by a non-uniqueness of the inversion (equivalence problem). The =
specific=20
smoothness constraint algorithm used in the inversion further =
complicated the=20
problem. At one location, 2-D resistivity imaging allowed to resolve a =
problem=20
in the TDEM interpretation caused by the appearance of very conductive=20
multidimensional features in the subsurface.</P>
<H4><EM>Pezard PA, Gouze1 P, Leprovost R, Henry G, Deltombe GL, Legros=20
B</EM><BR><STRONG>The Aliance Project (Ii): New Hydrogeophysical Sensors =
For The=20
Investigation And Monitoring Of Salt Water Intrusion</STRONG></H4>
<P>The ALIANCE european research program ended in 2005, after four years =
of=20
research aimed at improving the hydrogeophysical investigation, =
characterisation=20
and monitoring of coastal aquifers for vulnerability assessment. ALIANCE =
has=20
developed a set of geophysical approaches for the quantitative =
evaluation of=20
brine intrusion and test them in two end-member sites in terms of=20
hydrogeological behaviour. This includes state-of-the-art geological,=20
geochemical, petrophysical, logging and hydrological methods, and the =
design of=20
new geophysical and hydrodynamical logging/testing and monitoring =
sensors=20
yielding new data for model validation. The new downhole =
hydrogeophysical=20
sensors include new sources for hydrodynamical in-situ testing, and new =
borehole=20
geophysical tools for crosshole experiments. Examples of these new tools =
are the=20
"Controlled Fluid Injection System" (CoFIS) for controlled fluid =
injection in=20
terms of either pressure, flow rate, fluorescine content or salinity, or =
the=20
"MUlti Sensor Electrical Tool " (MuSET) for measurement of downhole =
electrical=20
spontaneous potential (SP) in conjunction with fluid pressure, =
temperature, pH=20
and electrical conductivity. These tools have been tested in 2005 at the =
new=20
experimental sites developped within ALIANCE. Active in-situ testing =
from short=20
and longer-term injections with variable salinity fluids to simulate=20
overdrafting or saline water intrusion has been conducted. The =
electro-hydraulic=20
coupling principle has also been used to characterise and monitor =
water/brine=20
hydrodynamics in the subsurface. A new downhole method for long-term =
monitoring=20
and brine intrusion prevention has also been developped and tested with =
success=20
in the field. The principle of the observatory called "igeoSER" is based =
on the=20
electrical probing of the subsurface. It was first deployed in june 2004 =
and is=20
functioning still. Present developments in this domain include the=20
automatisation of this permanent and autonomous observatory designed to =
produce=20
a daily measurement over periods of several years. The objective is to =
place=20
such an observatory at the center of a retroactive loop for decision =
making=20
applied to water abstraction in coastal aquifers.</P>
<H4><EM>Boutaleb S, Bouchaou L</EM><BR><STRONG>Contribution Of The =
Electrical=20
Prospecting To Optimize The Choice Of The Must Favorable Sites For =
Drilling In=20
Coastal Alluvial Zone</STRONG></H4>
<P>The research of the drilling sites for the exploitation in the =
coastal=20
aquifers requires the development of the electrical survey study to =
avoid the=20
marine invasion. The electrical prospecting methodology can provide a =
wealth of=20
data that not only can define the subsurface architecture of aquifers, =
but also=20
can delimit the position of saltwater and the resistive characteristics =
of the=20
subsurface geology. The alluvial groundwater of Ksar Esghir in the =
border of=20
mediteranen sea presents in this respect an exemplary case. The results =
of the=20
applied study show several families of electrical surveys. The results =
of all=20
soundings were combined and plotted as geo-electric cross-sections. The=20
transversal resistivity map shows favorable areas characterized by high =
values.=20
In the north part of the area, the geoelectrical levels are invaded by =
sea=20
water, what contributed to limit invaded marine water. Two limits are =
charted=20
making it possible to locate the invaded zone and that of mixture =
respectively.=20
Some electrically favorable areas are proposed for futur drillings. This =
study=20
made it possible to show reliability of the electrical survey =
prospecting for=20
delimitation saltwater of marine invasion in the coastal aquifers.</P>
<H4><EM>Trabelsi F, Ben Mammou A, Tarhouni J, Piga C, Ranieri G=20
</EM><BR><STRONG>Salt Water Intrusion Characterisation In The Coastal =
Aquifer Of=20
Nabeul Hammamet (Ne Tunisia) Using Advanced Geophysical =
Methods</STRONG></H4>
<P>In this purposed work a set of advancing in hydrogeological studies =
is=20
presented and applied to the case of the Nabeul Hammamet coastal aquifer =
located=20
in northeastern of Tunisia (Cap Bon). The aquifer system of Nabeul =
Hammamet=20
plays a strategic role for planning the management of regional =
hydrologic=20
resources; it is very threatened by saltwater intrusion and pollution =
due to=20
agricultural and touristic activities. Indeed, face to the increase of =
the water=20
demand both for agricultural and water supply was resulted in =
overexploitation=20
of groundwater, and a continual decrease in piezometric level. The =
Nabeul=20
Hammamet area is characterized by a complex geological structure, and a=20
heterogeneous aquifer system, and is considered multi-layered. It is =
composed by=20
an unconfined alluvial aquifer and a confined one constituted by sands,=20
overlaying low-permeability sandy clays. In order to better characterize =
the=20
geometry of this system and the interface between the salt water and the =

freshwater, geophysical survey was been accomplished using several =
methods. Time=20
Domain Electro Magnetic (TDEM) method is the leading geophysical =
technique in=20
the exploration of groundwater was chosen for investigating the =
subsurface=20
geology and hydrogeology over the course following similar =
investigations in=20
coastal margins. This method permit to distinguish the contrast in =
electrical=20
properties between the target formations of unconsolidated sands and=20
consolidated siltstones, coals and sandstones were anticipated to be =
high.=20
Furthermore, the electrical contrast between freshwater saturated ground =
and=20
saltwater saturated ground could be also characterized. Also, a basic =
TDEM=20
survey is applied to clarify some of the features of the intrusion =
phenomenon.=20
The TDEM technique presents the advantage to cover the whole aquifer =
with a set=20
of many soundings, and thus it seems to be suited for the sea water =
intrusion=20
phenomenon in the case of under shallow aquifer as in owner case study. =
The=20
light TEM-FAST 48 HPC instrument is used with 50 and 100 m square loops =
in the=20
one-loop configuration. The results allowed us to reconstruct the =
behavior of=20
the clay substratum as well as the geometry of the salt wedge in the =
aquifer.=20
Resistivity Maps at different levels were carried out in order to =
distinguish=20
the water paths into different layers. A set of integrated well logs =
(lithology,=20
permeability, conductivity, etc.) were carried out in the previous =
piezometric=20
wells. The results of these studies gave the details of the lithology =
inside the=20
aquifer which is prevalently sandy, but characterized by different =
permeability=20
levels, due to intercalations of clay levels. A geophysical survey and=20
hydrological modelling exercise was conducted on a local links course to =

determine the extent of groundwater supply and the groundwater =
vulnerability to=20
contamination by saltwater intrusion. The geophysical survey =
successfully mapped=20
the freshwater-saltwater boundary and modelling results confirmed =
existing=20
extraction strategies based on current climatic conditions and =
irrigation=20
demands. A number of pumping scenarios were constructed based on the =
results of=20
the survey for future water use planning during times of drought and =
heavy=20
extraction. The methodologies employed in this study can be built into =
course=20
management strategies where decisions on sighting new irrigation wells =
and=20
defining future pumping regimes requires predictive capabilities of the =
aquifer=20
and the subsurface geology.</P>
<H4><EM>Antonsson A, Engesgaard P, Kemna A, Nguyen F</EM><BR><STRONG>A =
Synthetic=20
Study On Constraining A 2d Density Dependent Saltwater Intrusion Model =
Using=20
Time-Lapse Electrical Resistivity Data</STRONG></H4>
<P>In groundwater model development, calibration is one of the critical =
aspects=20
that determine its reliability and applicability in terms of e.g. system =

(hydrogeological) understanding, groundwater quality predictions, and =
general=20
use in water resources context. The result of a groundwater model =
calibration is=20
determined by different factors, where both data quantity and quality is =
of=20
crucial importance. Typically the availability of conventional =
monitoring=20
installations (e.g. depth specific monitoring wells for salinity =
measurements)=20
and the cost of constructing new ones limit the amount of obtainable =
data. These=20
factors can seriously hinder a successful monitoring strategy and =
consequently=20
limit the reliability of the calibrated model. An effective alternative =
to=20
conventional measurements is the use of geophysical methods to monitor =
changes=20
in the subsurface e.g. salinity distribution. If applied in a time-lapse =
manner,=20
electrical images give both spatial and temporal information on the =
salinity=20
distribution compared to conventional methods, which only give (few) =
point=20
information. The aim of this study was therefore to investigate the=20
applicability of using time-lapse electrical images to calibrate a =
synthetic=20
seawater intrusion model. A vertical 2D density-dependent flow and =
transport=20
model was established for a synthetic coastal aquifer in order to =
simulate=20
saltwater intrusion. All the relevant hydraulic parameters applied in =
the model=20
were given realistic values. The result of the synthetic model, =
basically a=20
salinity distribution in the coastal aquifer (the classical salt water =
wedge),=20
was converted to resistivity distribution by assuming a certain =
petrophysical=20
relation between water salinity and electrical conductivity. The =
obtained=20
resistivity distribution was then used when time-lapse electrical data=20
acquisition was simulated, with different array configurations. By =
applying an=20
advanced inversion approach, time-lapse electrical images were obtained =
and=20
based on the assumed petrophysical model the salinity distribution was =
derived.=20
A number of synthetic flow and transport simulations, with different =
hydraulic=20
parameter values, were conducted in order to assess the applicability of =
the=20
method under diverse hydraulic conditions. The synthetic model was then=20
calibrated against the newly (electrical resistivity) derived salinity=20
distribution. The result of the calibration i.e. the obtained hydraulic=20
parameter values and the comparison with the original parameter values,=20
illustrate the applicability of using time-lapse electrical data for =
calibration=20
of seawater intrusion models. The results of this synthetic study =
demonstrated=20
some of the (potential) benefits of applying the electrical imaging data =
for=20
calibration of seawater intrusion models. Furthermore, it also shows =
some of the=20
limits this method has as well as the associated uncertainties.</P>
<H4><EM>Comte JC, Banton O</EM><BR><STRONG>Modelling Of Seawater =
Intrusions In=20
The Magdalen Islands (Qu=E9bec, Canada)</STRONG></H4>
<P>Seawater intrusion is the major risk of groundwater degradation in =
coastal=20
regions, often densely populated and strongly dependent on groundwater. =
To=20
preserve sustainability and quality of the resource, mathematical =
modelling of=20
the equilibrium between continental freshwater and marine saltwater =
appears like=20
a powerful tool of management. However, model quality mainly depends on =
the=20
previous characterisation of the hydrogeological environment. For this =
purpose,=20
Direct Current (DC) resistivity imaging constitutes a relevant =
geophysical=20
method because it provides precious information on both the geological =
structure=20
and the freshwater/saltwater interface at a given time. These =
information are of=20
great importance for parametrization and calibration of =
density-dependent flow=20
models. Magdalen Islands archipelago is a typical exemple of an insular =
region=20
completely dependent on groundwater everywhere vulnerable to seawater =
intrusion.=20
Potable water supply of the 13 000 inhabitants exclusively comes from =
the=20
Permian sandstone formations which are very productive (transmissivities =
of=20
about 3.10-3 m2/s allowing pumping rates of several tens of L/s). DC =
profilings=20
have been carried out on archipelago, with a more densely cover near the =
main=20
pumping wells. Geophysical measurements were realised with an ABEM Lund =
system.=20
Acquired raw data have been first inverted with the software RES2DINV =
and=20
secondly forward modelled with RES2DMOD. Density driven flows =
mathematical=20
modelling has been developed with the software SUTRA. Correlation =
between=20
electrical resistivities (geophysical values) and chloride =
concentrations=20
(modelled values) was established from the combination of Archie's Law =
and=20
empirical relationships based on hydrogeochemical regional data. Model =
building=20
and calibration allowed reconstituting the main features of the =
interface and/or=20
saltwater intrusions imaged by geophysics in the different cases of (1) =
absence=20
of withdrawal, (2) diffuse withdrawals and (3) localised high-rate =
pumping=20
wells. These results display the relevancy of using together resistivity =
imaging=20
and hydrogeological modelling. Each method allows both validation and=20
interpretation of results obtained by the other method. With such a=20
cross-validation between modelling and geophysics interpretations, =
different=20
pumping scenarios can be tested and bring to the elaboration of a =
sustainable=20
management of groundwater in terms of applied pumping rates and =
withdrawals=20
spatial distribution. </P>
<H4><EM>Kemna A, Nguyen F, Antonsson A, Engesgaard P, Tsourlos=20
P</EM><BR><STRONG>Characterization Of Saltwater Intrusion Using =
Electrical=20
Imaging: A Numerical Simulation Study</STRONG></H4>
<P>The understanding of subsurface seawater intrusion dynamics is an =
important=20
requirement for the sustainable management of water resources in coastal =
areas=20
such as the Mediterranean circumference. Seawater intrusion dynamics is =
strongly=20
dependent on the mixing processes between saltwater and freshwater and =
the given=20
hydrogeological and geochemical conditions (e.g., hydraulic properties,=20
freshwater recharge, salinity differences). Therefore, it often involves =
high=20
spatio-temporal variability and, as a consequence, is extremely =
difficult to be=20
characterized using conventional measurement techniques such as local =
water=20
sampling in monitoring wells. In particular electrical imaging has =
proven to be=20
an efficient non- to minimally invasive tool to characterize subsurface=20
hydrogeological structures, for example in terms of lithological =
boundaries, as=20
well as to monitor water salinity changes with relatively high spatial=20
resolution. However, interpretation of electrical signatures in this =
context is=20
complicated by the overlapping effects due to variations in lithology =
and=20
salinity, making for instance the discrimination between aquitard and =
aquifer=20
material at high salinities difficult. We here investigate the potential =
of=20
electrical imaging for the characterization of saltwater intrusion in a=20
numerical (two-dimensional) simulation study, where density-dependent =
flow and=20
transport is modelled for a typical hydrogeological setting. Tomographic =

acquisition of time-lapse electrical data is simulated employing surface =
and=20
borehole electrode arrays, and assuming petrophysical relations between =
water=20
salinity and electrical conductivity for different lithological units. =
In a=20
static approach, the ability of electrical imaging is studied to =
reconstruct the=20
spatial electrical conductivity variations associated with both =
lithology and=20
the salinity distribution corresponding to a steady state scenario for a =
given=20
set of boundary and initial hydrological conditions. By changing the =
boundary=20
conditions according to variations which might occur, for instance on a =
seasonal=20
scale, a dynamic scenario is simulated. This scenario is used to =
investigate the=20
ability of time-lapse electrical imaging to characterize the dynamics in =
the=20
saline intrusion process. The different investigated scenarios =
demonstrate the=20
potential of the method for saltwater intrusion characterization, but =
also show=20
its limitations, for example regarding resolution at depth and for given =

uncertainty in the underlying petrophysical models. However, with an =
appropriate=20
survey design, it seems practical that information obtained from both =
static and=20
time-lapse electrical imaging results can be used to constrain the =
hydrological=20
model describing the saline intrusion process, as is demonstrated in an=20
accompanying paper (Antonsson et al.). This is of importance for =
improved model=20
predictions which might contribute to the sustainable management of =
water=20
resources in coastal regions.</P><BR><BR><BR><BR><BR><A id=3Dposters=20
name=3Dposters></A>
<H2>POSTERS</H2>
<DIV class=3Dtextmenubar>
<UL>
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#p_geochem">Geochemistry</A>=20
  |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#p_casestudies">Modeling:=20
  Case Studies</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#p_modtech">Modeling:=20
  Techniques</A> |=20
  <LI><A=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts&amp;choosed_language=3Deng#p_intsedaq">Intrusion=20
  in Sedimentary Aquifers</A> </LI></UL></DIV><BR><BR><BR><A =
id=3Dp_geochem=20
name=3Dp_geochem></A>
<H3>Geochemistry</H3><BR>
<H4><EM>Carreira PM, Galego Fernandes P, Nunes D, Silva=20
MO</EM><BR><STRONG>Groundwater radiocarbon dating, Tool to distinguish=20
salinization origins in the Lower Tagus - Lower Sado Atlantic coastal =
system =96=20
Portugal</STRONG></H4>
<P>Located in the SW of Portuguese Atlantic coast line the Lower Tagus =
=96 Lower=20
Sado sedimentary basin, Set=FAbal-Lisbon region, represents an important =
water=20
resource for a vast region which has been extensively exploited over the =
last=20
decades. Nowadays, the national water authorities have a growing concern =
that=20
the groundwater systems maybe threatened by further exploitation (not=20
controlled) due to mixing with the shallow aquifers (highly polluted), =
seawater=20
intrusion processes in the coastal areas, or either by brine dissolution =

detected in depth by geophysical studies (ASTIER, 1979). In order to =
find out=20
the source of salinization in the groundwater systems isotopic =
(&#61540;2H, &#61540;13C, &#61540;18O,=20
3H and 14C) and chemical analyses (Cl-, HCO3-, SO42-, Ca2+, Mg2+, Na+ =
and K+)=20
were performed on groundwater samples collected in 39 boreholes. The =
Lower Tagus=20
=96 Lower Sado Basin is characterized by a synclinal structure composed =
by=20
Tertiary sediments, mainly marine deposits. Three main groundwater =
systems were=20
identified in the region: a shallow quaternary aquifer constituted by =
alluvial=20
deposits, underlie by the Pliocene and Miocene formations. Marine =
sandstones and=20
limestones related with different marine transgression and regression =
events=20
compose the Miocene deposits. These deposits show an average thickness =
around=20
200 to 300 m; however in the central part of the basin can reach the 800 =
m=20
(PIMENTEL, 1997). The Pliocene layers are represented by fluvial =
terraces made=20
of sands and clays. Two important fault systems were revealed through a=20
geophysical survey. The first located in the Lower Tagus valley with a =
N30=BAE=20
direction, and the other the so-called Set=FAbal - Pinhal Novo fault =
runs N-S and=20
is responsible for a graben structure which allows the rising of a brine =

formation or ancient seawater trapped in the sediments (ASTIER, 1979 ). =
A=20
progressive increase in the total dissolved solids (TDS) is observed in =
both=20
aquifer systems: in the Pliocene the TDS varies from 80 mgL-1 up to 2565 =
mgL-1,=20
while in the Miocene the mineralization varies between 200 mgL-1 to 7800 =
mgL-1.=20
Two different hydrochemical trends were recognized in the ratio Ca/Na: =
the first=20
reflects seawater mixing and the other with higher Ca content =
characterizes most=20
probably the brine dissolution. Also in the central part of the basin, =
an=20
increase of the water salinization was detected. This increase in Cl- =
and Na+ in=20
the groundwater mineralization is most probably associated with the =
graben=20
structure, responsible for the rising of the brine to minor depths =
Radiocarbon=20
was determined in 12 boreholes on the Total Dissolved Inorganic Carbon =
(TDIC).=20
The range of values varies from 71.9 =B1 0.7 pmc to 88 =B1 0.8 pmc in =
the Pliocene,=20
and from 2.9 =B1 0.3 pmc to 45.6 =B1 0.9 pmc in the Miocene. The =
apparent carbon-14=20
groundwater age was estimated using &#61540;13C values as correction =
factor. Apparent=20
ages obtained vary between modern (sea water intrusion) and 25.4 =B1 3.3 =
ka (brine=20
dissolution). The links between the apparent carbon-14 groundwater age =
and the=20
electrical conductivity or even the Cl- content show an increase of =
salinization=20
with the apparent groundwater age. The observed trend points to brine=20
dissolution mechanism (southern part of the basin) as the main process =
for the=20
water quality deterioration. Nevertheless, a different salt origin in =
the=20
groundwater system was identified in Almada region (northern part of the =
basin):=20
the results are pointing to recent seawater intrusion as the main =
mechanism=20
responsible for the salts increase in the groundwater.</P>
<H4><EM>Sanz E, Ayora C, Carrera J</EM><BR><STRONG>Experimental evidence =
of=20
calcite dissolution by mixing of calcite-saturated waters: preliminary=20
results</STRONG></H4>
<P>It is deduced from modelling that the mixing of carbonate solutions =
which are=20
both saturated with respect to calcite can lead to either undersaturated =
or=20
supersaturated conditions depending of the type and proportion of the =
end-member=20
solutions mixed. These aspects of mixing are of considerable importance =
in=20
predicting diagenetic processes in carbonate rocks, such as carbonate=20
dissolution in seawater intrusion. However, these predictions have not =
been=20
clearly validated by experiments. We present the results of a set of =
laboratory=20
experiments demonstrating the dissolution of calcite by mixtures of=20
calcite-saturated waters of different salinities and CO2 partial =
pressures at=20
25=BAC. Experiments are performed at different mixing proportions =
allowing the=20
establishment of the dependency of calcite near-equilibrium dissolution =
rate=20
with the saturation index.</P>
<H4><EM>Mendizabal I, Stuyfzand PJ</EM><BR><STRONG>Trace element =
concentrations=20
of groundwater pumped for drinking water supply, and their relation with =
marine=20
depositional sedimentary environments of the aquifer and =
postdepositional=20
salinity changes</STRONG></H4>
<P>Various well fields in the Netherlands pump groundwater for drinking =
water=20
supply, with elevated concentrations of trace elements, notably Al, As, =
B, Ba,=20
Br, Co, Cu, F, I, Li, Ni, Sr and Zn, some of which are close to or =
exceeding=20
drinking water standards. In this contribution a method is presented to=20
determine whether these high concentrations are due to (a) anthropogenic =

pollution sources or (b) unusual natural backgrounds associated with =
specific=20
aquifers or palaeohydrological settings, in particular regarding ancient =
marine=20
depositional environments or marine transgressions. Anomalous natural=20
backgrounds associated with such marine conditions are considered of =
general=20
interest to inventories required by the European Water Framework =
Directive. With=20
a Geographical Information System maps of the Netherlands were =
constructed and=20
compared, showing the current spatial distribution of all relevant trace =

elements, tritium and main constituents on the one hand, and the =
depositional=20
sedimentary environment of the pumped aquifers and postdepositional =
salinity=20
changes as inferred from the geological record, on the other hand. =
Recent data=20
on F and I are compared with data obtained in the 1930s, when all active =
well=20
fields were analyzed for a national correlation with the waterborne =
diseases=20
fluorosis and struma. The latter was endemic in the Netherlands at that =
time.=20
From the trace elements studied, especially B, F, I and Sr clearly =
display a=20
positive relation with a marine sedimentary environment of the pumped =
aquifer.=20
Fluoride and strontium are, in addition, involved in (side) reactions of =
cation=20
exchange due to postdepositional salinity changes, and iodide is =
significantly=20
mobilized by oxidizing organic matter, especially if deposited in marine =

environments. This study illustrates the importance of identifying =
natural=20
marine sources of trace elements in groundwater, in order to exclude =
potential=20
pollution sources and expensive site investigations. It also shows that =
many=20
other trace elements normally are not associated with marine sedimentary =

environments or postdepositional salinity changes, and thus may =
necessitate=20
further research on potential anthropogenic sources.</P>
<H4><EM>Sappa G, Coviello MT</EM><BR><STRONG>Genesis of various brackish =
and=20
hypersaline groundwaters by hydrochemical and isotopic approach in South =
Latium=20
Region case study</STRONG></H4>
<P>Salinization and contamination by nitrates and pesticides are the =
most=20
typical or significant contamination problems affecting southern =
European region=20
(ESTRELA et al. 1996). This is also the case of the southern coastal =
part of the=20
Latium region, a flat area, extended for 800 km2, with an elevation =
range of 0 -=20
30 m above mean sea level, and a yearly average precipitation of 30* 106 =
mc/yr.=20
In this region the contribution of irrigation to groundwater =
contamination is=20
two-fold. On the first, aquifer is vulnerable to overexploitation which=20
increases a water table drawdown, and as a consequence of it, the =
evolution of=20
seawater intrusion. Second, deep =96 percolating water from irrigation =
contributes=20
to aquifer enrichment by pollutants accumulated on farmland. Groundwater =
is=20
characterized by high concentrations of nitrate, sulphate and chloride. =
The aim=20
of this study is to characterize chemically and isotopically nitrate=20
contaminated groundwater in an area polluted by the use of synthetic =
fertilisers=20
due to a very intensive agriculture activity (mainly corn and =
horticulture).=20
This study is part of a research project aiming to understand the =
mechanism and=20
the causes of evolution of seawater intrusion involving the whole of =
this=20
aquifer.</P><BR><A id=3Dp_casestudies name=3Dp_casestudies></A>
<H3>Modeling - Case Studies</H3><BR>
<H4><EM>Kamps P, Nienhuis P, Schaars F </EM><BR><STRONG>Comparing =
capture zone=20
calculations using a transient simulation with SWI and modified =
Advection=20
packages for salt/fresh interface movement and a steady state simulation =

</STRONG></H4>
<P>In the course of several minor changes and updates in the ground =
water=20
abstraction license for the Amsterdam Water Supply dune production site, =
updated=20
25 and 100 year capture zones for an excentric abstraction canal had to =
be=20
recalculated in 2005. At that time it was not yet possible to invoke =
path line=20
calculations with the Modflow 2000/SWI-package based groundwater model =
that was=20
in use for various simulations. Although it was known that the real =
capture=20
zones could be influenced by transient effects triggered by the closing =
down of=20
another nearby large drinking water abstraction, we had to refer to a =
steady=20
state model to approximate the location and extent of the capture =
zones.<BR>With=20
the availability of the recently implemented pathline option for the SWI =
package=20
(Schaars et al, this volume) we could compare the used steady state=20
approximation with a transient solution that properly takes into account =

movements of the salt/fresh interface. The results are yet uncertain =
because=20
insufficient data were available for the initial salt/fresh interface =
position=20
outside the Amsterdam Water Supply dunes, which turned out to be a very=20
important factor. Nevertheless the sensitivity of the system for that =
initial=20
position indicate that for long-term transient simulations salt/fresh =
interface=20
movements had better not be ignored.</P>
<H4><EM>Masciopinto C, Palmisano VN, Vurro M</EM><BR><STRONG>A DSS able =
to=20
implement an artificial recharge plant: an application to Muravera's =
plain=20
(Sardinia, Italy)</STRONG></H4>
<P>The artificial recharge techniques are characterized by different =
methods and=20
technologies. The selection of the optimal recharge method and =
technology=20
requires the knowledge of physical, chemical and biological phenomena =
which=20
involve water and wastewater filtration in subsoil together with =
engineering=20
aspects related to the plant design and maintenance programs. A decision =
support=20
system (DSS) can provide a contribution able to help technicians and =
decision=20
makers in order to select the best recharge method and, consequently, =
wastewater=20
treatments required before artificial recharge implementations. The =
Flumendosa=20
is the second largest river of Sardinia island and, along Tyrrhenian =
coast, at=20
South-Eastern of Sardinia, this river crosses Muravera's plain. The =
economy of=20
the area, which is also of relevant environmental interest, relies =
heavily on=20
agriculture as well as tourism and aquaculture along the coast. The =
plain=20
consists of Holocene and Pleistocene alluvium up to a 200-300 m of =
depth. These=20
deposits overlay the metamorphic granite Palaeozoic bedrock that =
outcropping the=20
edges of the plain. Two aquifers have been identified in the subsoil of =
this=20
plain: the shallow phreatic aquifer, 10-20 meters deep, and the deep =
aquifer, up=20
to a 200-300 m of depth, which is confined by a clay layer. This latter=20
formation presents a variable thickness raging from few meters to =
several tens .=20
Minor aquifers are represented by series of fractures draining the =
bedrock at=20
the bottom of the confined aquifer. The water table trend and =
groundwater=20
quality which have been periodically monitored in the last 30 years show =
a=20
widespread and progressive saltwater intrusion into both the aquifers. =
As a=20
recent result, extensive tracts of soil in the coastal plain are =
unusable for=20
agriculture because of increasing water and soil salinization (Ardau et =
al.,=20
2002). A DSS, previously implemented (Masciopinto et al., 1991), has =
been=20
updated and applied to Muravera region in order to determine the best =
artificial=20
recharge methodology that may be set up to contrast salt water intrusion =
and to=20
increase ground water storage. The results have been verified by =
studying the=20
movement of the salt water/freshwater sharp interface into both the =
costal=20
aquifers. A mathematical model recently developed (Masciopinto, 1995) =
performed=20
the 3D visualization of the Ghyben-Herzberg sharp interface position =
along the=20
coastal aquifers. The presented methodology allows a rapid =
identification of=20
wells which remain interested by salt water intrusion even though =
recharge=20
operations may be implemented. Furthermore it was possible immediately =
to=20
realize the capability of the artificial recharge implemented in order =
to remove=20
the salt water intrusion from groundwater.</P>
<H4><EM>Bonte M, Biesheuvel A</EM><BR><STRONG>The Application Of The =
Seawat 2000=20
Variable Density Model For The Wieringerrandmeer Project</STRONG></H4>
<P>The Wieringerrandmeer project comprises the establishment of a fresh =
water=20
lake with an area of roughly 700 hectares, located on the interface of =
the=20
former island of Wieringen and the Wieringer-meerpolder in the north of =
the=20
Netherlands. The design surface water level of the proposed =
Wieringerrandmeer=20
will be around 4 meters above the polder surface water level. For this =
reason,=20
the establishment of the lake is expected to impact both on groundwater =
flow and=20
salinity patterns. These effects are imposed on a groundwater system =
which is=20
not in steady-state. This is due to historical and future changes. The=20
historical changes include the region's transition from fresh water =
swamp to sea=20
to reclaimed land. The future changes include cli-mate change and land=20
subsidence. To assess the effect of the establishment of the =
Wieringerrandmeer=20
on groundwater conditions, a vari-able density groundwater flow and =
solute=20
transport model was developed using the SEAWAT model. The flow component =
of the=20
model was calibrated against measured hydraulic heads. Calibration of =
the solute=20
transport component of the model was not possible because long-term =
salinity=20
measurements are not available. To obtain an indication of the =
reliability of=20
the model's predictions, the calculated temporal salinity trends were =
compared=20
to the hydrochemical data and surface water salinity. The results of the =

numerical modelling show an increase of groundwater salinity and =
salt-load in=20
the remaining Wieringermeerpolder and the topographically lower area of=20
Wieringen. This process almost doubles the naturally occurring =
salinisation. On=20
the topographically higher areas of Wieringen the ef-fect is opposite: =
the=20
modelling results indicate that the fresh groundwater lens is protected =
from=20
rising sea water level. This means that the Wieringerrandmeer actually =
acts as a=20
control measure to prevent the fresh water groundwater resource from=20
salinisation due to rising sea levels and climate change. The results of =
the=20
groundwater modelling were therefore directly used to optimise the =
design of the=20
surface water system aiming to reduce surface water salinity. This has =
led to an=20
optimised polder drainage system and surface water system where saline=20
groundwater seepage is diverted from the Wieringerrandmeer, whilst =
relatively=20
fresh groundwater is retained within the newly formed island of =
Wieringen. In=20
this paper, the method of model calibration and the modelling results =
are=20
presented. The results indicate that surface water management provides a =

powerful tool for protection of valuable fresh groundwater resources =
against the=20
potential effects of climate change.</P><BR><A id=3Dp_modtech =
name=3Dp_modtech></A>
<H3>Modeling Techniques</H3><BR>
<H4><EM>Kacimov AR, Sherif M</EM><BR><STRONG>New Analytical Solution For =
A Sharp=20
Interface</STRONG></H4>
<P>Rigorous, closed-form solution for the hydraulic head, sharp =
interface shape=20
and position in a confined aquifer bordered on one side by a static =
interface=20
with intruded sea water and on another side by a constant head boundary =
is=20
obtained in terms of the Dupuit-Forchheimer model. A linear and =
nonlinear=20
differential equations governing the hydraulic head variation with the=20
horizontal coordinate contain a sink term, which is assumed to have a =
constant=20
strength over the un-intruded part of the catchment and linearly =
decreasing=20
strength through the section overlying the interface. Solutions of the =
two=20
equations are conjugated. For the length of the fresh water zone a =
quartic is=20
obtained and solved. An explicit solvability condition is presented. The =

interface equation includes the commanding fresh water head, sea water =
level,=20
density contrast between saline and fresh water, aquifer thickness and=20
conductivity, and intensity of smeared losses, which model abstraction =
from the=20
aquifer. Examples and applications to the Batinah coastal area in Oman =
are=20
presented.</P>
<H4><EM>Goswami RR, Hogan M, Clement TP </EM><BR><STRONG>Experimental=20
Investigation Of Saltwater Intrusion And Comparison With Numerical=20
Results</STRONG></H4>
<P>Analysis of saltwater intrusion problems requires advance numerical=20
techniques that can solve highly non-linear, density-coupled flow =
equations. The=20
robustness of these numerical techniques is often evaluated by solving =
two=20
classic theoretical benchmark problems, known in the literature as the =
Henry=20
problem and the Elder problem. The Henry problem is based on a =
semi-analytical=20
solution published by Harold Henry, and the Elder problem is a =
theoretical=20
problem which was built based on a heat conduction experiment. Both =
these=20
problems have severe limitations and hence have been criticized for =
their=20
in-efficiency related to numerical reproducibility. Simpson and Clement =
(2003)=20
identified that the Henry problem has a hypothetical seaward boundary =
and is=20
relatively insensitive to the coupled and uncoupled flow and transport=20
simulations. Elder problem is inherently unstable and very sensitive to =
the=20
numerical parameters. Kolditz et al. (1997) identified that mesh =
refinement=20
produces results different than those experimentally achieved by Elder. =
The=20
focus of this study is to develop experimental datasets that can be used =
for=20
benchmarking numerical models used for simulating saltwater intrusion =
processes.=20
Two numerical codes were used to model the laboratory data. These models =
include=20
SEAWAT, a widely used numerical code developed by USGS, and a =
two-dimensional=20
variable density code developed by our research group. Our analysis =
comprises of=20
three sets of validation exercises to rigorously test these numerical =
codes. The=20
first exercise involves matching the observed interface location =
recorded under=20
both transient and steady state conditions. The second validation =
compares the=20
flux measurements and transport times collected from the experiments and =
in the=20
numerical results. Our third validation set will be comparing the =
experiments in=20
two difference scales (using a 53 cm x 30 cm x 2.7 cm flow tank and a =
120 cm x=20
60 cm x 5 cm flow tank) and the numerical model will be used to analyze =
the=20
scaling behaviour.</P>
<H4><EM>Gotovac H, Andricevic R, Gotovac B, Vranjes=20
M</EM><BR><STRONG>Multi-Resolution Adaptive Modeling Of Density-Driven =
Flow=20
Problems</STRONG></H4>
<P>Many groundwater flow and transport problems require extensive =
computational=20
resources, especially in problems with sharp fronts, narrow transition =
zones,=20
layers and fingers. Numerical modeling of such processes usually has =
significant=20
difficulties in resolving numerical oscillations and dispersion. To =
overcome=20
these difficulties the demanding computational resources with very fine =
grid and=20
small time steps are needed. In this paper we present multi-resolution =
adaptive=20
Fup approach which is able to solve density driven flow problems. =
Numerical=20
procedure is named Adaptive Fup Collocation Method (AFCM), based on Fup =
basis=20
functions with compact support. The method enables adaptive =
multi-resolution=20
approach to solution with different spatial and temporal scales and with =
desired=20
level of accuracy using the entire family of Fup basis functions. In =
addition,=20
the utilized collocation algorithm enables mesh free approach with =
consistent=20
velocity approximation and flux continuity due to localized and =
infinitely=20
derivable Fup basis functions. The introduced numerical procedure is =
tested and=20
verified on 1-D vertical density driven flow and transport problem. The =
results=20
demonstrate that the method is robust and efficient particularly in =
describing=20
sharp fronts and narrow transition zones changing in space and time. =
AFCM=20
enables accurate solution defined by prescribed threshold and actively =
controls=20
all types of numerical errors. Efficiency of the method is described by =
the=20
compression coefficient that is defined as ratio between number of =
collocation=20
points in the non-adaptive and adaptive algorithms. Non-adaptive =
algorithm=20
requires all points in the maximum level which is needed for the same =
accurate=20
solution in comparison with the described adaptive algorithm. =
Compression=20
coefficient is between 20 and 40 which show efficiency of the proposed =
AFCM.=20
</P>
<H4><EM>Romero P, Elorza FJ, Murillo JM, Rodr=EDguez =
L</EM><BR><STRONG>Effects Of=20
The Convective Form And The Divergence Form Of Feflow In The Simulation =
Of=20
Seawater Intrusion</STRONG></H4>
<P>The physical process of transport in the seawater intrusi=F3n is due =
a two=20
important mechanisms: the convection and hydrodinamic dispersion =
(mechanic=20
dispersion molecular diffusion), thus to this is important to study the=20
influence of these mechanisms of transport in the shape and position of =
the=20
transition zone. In this paper is presented the effects of the transport =
forms:=20
convective and divergence form in the 3D numerical simulation of the =
seawater=20
intrusion. For which, in the simulation was used the results of the =
density=20
variable model in the Cabo Roig coastal aquifer, this aquifer is located =
in=20
south of Alicante province (Spain). At this time, the groundwater in =
some=20
aquifer zones presents a water quality deterioration due to the seawater =

intrusion. The hydrogeologic model has an area of 61 km2 and a maxima =
thickness=20
of 120 m approximately. The numerical code FEFLOW was used for to make =
the=20
numerical simulation and to study the effects of the convective and =
disperive=20
terms in the transport equation of the salt in the groundwater. This =
code allows=20
to work with two options: the convective form and the divergence form. =
The=20
convective form eliminates the convective term and considers the =
dispersive term=20
single. The divergence form includes both terms: convective and =
dispersive. The=20
convective form and the divergence form present physically equivalent =
equations=20
of transport, but these differ in the formulation of the boundary =
conditions.=20
Thus, different boundary conditions in the sea were used to study the =
behaviour=20
of the seawater intrusion in 3D. Furthermore, in the budget was analyzed =
the=20
variations of the inflow/outflow due to buoyancy and inflow/outflow in =
the=20
boundaries.</P>
<H4><EM>Boluda N, Gomis V, Pedraza R</EM><BR><STRONG>Acuaintrusion, A =
Graphical=20
User Interface To A Hydrogeochemical Seawater Intrusion =
Model</STRONG></H4>
<P>ACUAINTRUSION is a graphical user interface to a reactive =
multicomponent=20
transport model for saturated porous media (Gomis et al., 1996), =
designed with=20
Visual Basic 6.0 (Microsoft=AE). The computer program permits the =
simulation of=20
chemical changes occurring during salt water intrusion in =
one-dimensional=20
reactive flow through permeable media which assumes local thermodynamic=20
equilibrium. A numerical method resolves a set of partial differential =
equations=20
based on the conservation of mass applied to each one of the chemical =
elements=20
of the system. The differential equations are solved together with the =
proposed=20
equilibrium equations and the material and charge balances of the =
different=20
chemical species and elements. The reactive transport model capabilities =
can be=20
used to study seawater intrusion in natural systems (for example the =
classical=20
Valocchi=B4s injection experiment (Valocchi et al., 1981)) or in =
laboratory column=20
experiments (Appelo and Postma, 2005, Gomis et al., 1997) including 1D=20
reactive-transport, speciation, ionic exchange and =
precipitation-dissolution of=20
calcite and gypsum. ACUAINTRUSION provides an easy way to obtain =
seawater=20
intrusion simulated data of the major anions and cations from several =
specified=20
variables (freshwater concentration, flow rate, length and diameter of =
the=20
considered column, density of sediment, CEC, exchange coefficients and % =

calcite) and from the experimental breakthrough curve of chloride. The =
graphical=20
user interface has two functions. Firstly, it has to calculate the =
transport=20
parameters. To do so, it needs a chloride concentration versus =
experimental time=20
data input from an Excel file of Microsoft Office. The calculated =
parameters=20
are: residence time, P=E9clet number (uL/D, u interstitial velocity, L =
length and=20
D dispersion), porosity, dispersion coefficient and dispersivity. =
Experimental=20
concentration data and the simulated breakthrough curve are compared =
(Figure 1).=20
Secondly, the interface automatically uses the calculated transport =
parameters=20
to run the reactive model. It needs other input data such as the =
properties of=20
the porous medium and the discretization of x and t (Figure 2). The =
simulated=20
seawater intrusion data are provided in an Excel file. Figure 1. One of =
the=20
screens of ACUAINTRUSION with the calculated transport parameters and =
the=20
experimental and calculated chloride breakthrough curves. Figure 2. =
Screen=20
showing the schematic column with dialog box open to input the =
properties of the=20
porous medium.</P><BR><A id=3Dp_intsedaq name=3Dp_intsedaq></A>
<H3>Intrusion in Sedimentary Aquifers</H3><BR>
<H4><EM>Mohamed MMA, Sherif MM</EM><BR><STRONG>Modeling Of Salt Water =
Intrusion=20
In Fujairah Coastal Aquifer In The Uae</STRONG></H4>
<P>The proper assessment and management of groundwater resources in the =
coastal=20
aquifers of the United Arab Emirates would certainly contribute to =
availability=20
of suitable water resources for different purposes with specific =
reference to=20
agriculture development. Water conservation, enhancement of water =
quality in=20
costal groundwater systems and restoration of the depleted groundwater =
resources=20
in the various aquifers are among the critical water problems that need =
to be=20
addressed. Records over the last two decades indicate that groundwater =
levels in=20
almost all the coastal aquifers of UAE are declining. This decline in =
the=20
groundwater level is naturally associated with a significant =
deterioration in=20
the groundwater quality, mainly due to the seawater intrusion problem =
and lack=20
of recharge. Till 1996, the recorded average annual rainfall in UAE was =
around=20
110 mm. Initial review of rainfall records over the last 8 years has =
shown that=20
the average annual rainfall has dropped to less than 80 mm in the two =
countries.=20
Many wells have been terminated and several farms have been abandoned =
during the=20
last decade in several coastal areas of UAE due to the excessive =
intrusion of=20
seawater into freshwater aquifers. The problem was more pronounced in =
the=20
coastal aquifer of Fujairah. Therefore, the coastal aquifer of Fujairah =
has been=20
selected to constitute the subject matter of this paper. The overall =
objective=20
of this research is to ensure the sustainable development of groundwater =

resources in the coastal aquifers of the United Arab Emirates. The =
research will=20
serve as an example for management of the groundwater resources in the =
costal=20
aquifers of UAE. The sustainable long-term pumping from the coastal =
aquifers=20
will be determined and the optimum location for any additional pumping =
will be=20
identified. A numerical approach will be employed to model =
groundwater-seawater=20
movement and a procedure will be established to identify the critical =
pumping=20
and location of the well fields. In order to identify the aquifers' =
parameters=20
and the transition zone between the freshwater and the seawater, =
comprehensive=20
geophysical work will be conducted in the coastal aquifer. Based on the=20
availability of data in the selected areas, the results will be compared =
with=20
actual field measurements.</P>
<H4><EM>Miriounis C, Voudouris K, Tsourlos P, Dimopoulos G, Soulios=20
G</EM><BR><STRONG>Hydrochemical And Geophysical Survey Of The Almiros =
Aquifer=20
System, East Central Greece</STRONG></H4>
<P>The Almiros plain is located in the central eastern part of Greece, =
covering=20
an area of 110 km2, with a mean altitude of 30 m. The topographic relief =
is=20
controlled by the neotectonic action. The study area is drained by small =

torrents; flow in these torrents persist during the wet period, after =
heavy=20
storms. The study area is formed of recent unconsolidated material =
consisting of=20
sands, pebbles, and fine clay to silty sand deposits. The neogene =
formations are=20
characterized by alternating coarse and fine materials. As a result of =
their=20
origin the deposits are characterized by high degree of heterogeneity =
and=20
anisotropy. South and North of the studied region, limestones, flysch =
and=20
schists-cherts crop out. The main aquifer systems are developed in =
limestone=20
(karst aquifer) and in coarse post alpine deposits. In order to examine =
the=20
hydrochemical characteristics, 90 and 73 groundwater samples from =
boreholes were=20
collected during the period May and September 2005, respectively. The =
samples=20
were analyzed in the laboratory of Engineering Geology &amp; =
Hydrogeology of=20
Aristotle University of Thessaloniki for major ions Ca2+, Mg2+, Na+, K+, =
Cl-,=20
NO3-, SO42-, HCO3- and Total Hardness (TH). The electrical conductivity =
(EC)=20
values range between 382 and 8075 =B5S/cm (May) and between 435 and 9410 =
=B5S/cm=20
(September); high values of electrical conductivity along the coastline =
are=20
attributed to seawater intrusion, as a result of the intensified =
exploitation.=20
The Cl- concentration ranges from 30 mg/L to 460 mg/L. From the =
groundwater=20
balance estimates, it is obvious that the aquifer system is =
overexploited and=20
has shown signs of depletion and quality contamination. The seawater =
intrusion=20
is the clearest evidence that present exploitation of the aquifer is not =

sustainable. The geophysical investigations comprised of measurements =
along=20
several profiles using the electrical resistivity technique (ERT). =
Data-set were=20
obtained using several known electrode arrays with variable =
interelectrode=20
spacing in an attempt to provide information about both the general =
geological=20
and hydrogeological setting of the studied area with special focus into =
the=20
mapping of the saline intrusion front. Results were processed with a new =
2D=20
inversion algorithm which allows the combined weighted inversion of data =
arising=20
from different electrode arrays. The produced subsurface images are =
jointly=20
interpreted with the results of the hydrochemical surveying and the =
drill=20
information in order to define the extension of the seawater intrusion =
front.=20
Finally it is pointed out that, a rational management plan should be =
applied, in=20
order to restore the negative water balance and to improve the =
groundwater=20
quality of the aquifer systems.</P>
<H4><EM>Rouaida T, Zairi M, Dhia HB</EM><BR><STRONG>Delineation Of =
Seawater=20
Intrusion In The Phreatic Aquifer</STRONG></H4>
<P>In the Djebeniana region, the phreatic coastal aquifer is the =
important=20
natural source for agricultural water supply. The actual pumping well =
density is=20
about 100 wells per km2, with a total estimated annual withdrawal of =
about 16.57=20
Mm3 in 2003. The groundwaters from the wells are generally of poor =
quality: they=20
exhibit significant variations of TDS, resulting mainly from intensive=20
exploitation, agricultural activities and the presence of highly soluble =

minerals in the reservoir material. In the coastal areas, the important =
spatial=20
and temporal variations in groundwater heads and TDS indicated the =
gradual=20
inland movement of saltwater from the sea into freshwater of the =
phreatic=20
aquifer. Considering the groundwater flow lines, typical trends in TDS =
time=20
series, hydro-chemical classification method (Stufzand), electrical =
conductivity=20
logs and geophysical logs are studied to evaluate seawater trapped in =
this=20
shallow aquifer. The knowledge of the historical and present rate of =
movement of=20
the seawater and the determination of the present location of the =
interface=20
between freshwater and seawater are needed to provide the information =
required=20
by the authorities to make decisions on changes of management =
operations. Key=20
words: seawater intrusion, groundwater flow, hydrochemistry, geophysical =

logs.</P>
<H4><EM>Gargini A, Maccanti I, Piccinini L, Vincenzi=20
V</EM><BR><STRONG>Monitoring Dual-Density Shallow Groundwater Flow For=20
Understanding Salinization Effects In Paleo-Channel Quarry Lakes In A =
Lowland=20
Coastal Plain</STRONG></H4>
<P>Planning of sands quarries in lowland alluvial coastal plains =
addresses=20
paleo-channels as main targets of exploitation. At the same time these=20
geological bodies are fresh groundwater reservoirs and important =
barriers to=20
prevent salinisation originating from brackish waters of different =
origins: sea,=20
connate waters, coastal lagoons, land reclamation canals. Sand mining in =
below=20
sea level territories is capable so to induce undesired effects on =
shallow=20
groundwater flow system as local mounding of interface or changing =
groundwater=20
flow inside the sandy lithosomes with risk of increasing the overall =
salinity of=20
a fragile ecosystem. A territory where this potential conflict, between =
economic=20
development and environmental protection issues, arises is the coastal =
Po plain=20
where the altitude is at or below the sea level, as a consequence of =
land=20
reclamation in hystorical times, and where the location of the interface =
between=20
fresh and brackish/salty groundwater doesn't follow the classical=20
Ghyben-Hertzberg pattern but is defined as a sub-horizontal surface, =
located at=20
variable depth in relationship to the fresh water hydraulic loading =
coming from=20
direct recharge or from irrigation canals. Paleo-channels control the =
dynamics=20
of the dual-density flow, being the main location of direct recharge =
(higher=20
relative permeability and susceptibility to infiltration) and of lateral =

recharge (main irrigation canals often follow the trace of paleo-river =
beds).=20
The paper deals with a monitoring system set-up in the eastern sector of =
Ferrara=20
province (Emilia-Romagna region, Northern Italy). Monitoring is =
finalized to=20
acquire input parameters to calibrate a dual-density groundwater flow =
model to=20
properly size the extension and depth of a sand quarry, with the goal of =

minimize the enviromental impact on groundwater and surrounding =
environment. The=20
site is located in the municipality of Ostellato along a paleo-channel =
formed by=20
fine to coarse sands and pertaining to the ancient delta of the Po river =

(Pad=F2a-Eridano branch). The maximum thickness of sands is about 25 m =
from the=20
top (2 m b.g.l., below about 2 m of silts) down to 27 m b.g.l. (grey =
clays at=20
the bottom). Laterally the sandy lithosome changes gradually to sandy =
coastal=20
dunes deposits and silty-clayey transitional lagoonal deposits, both =
brackish in=20
nature. At a depth varying with the dynamics of recharge (between 15 and =
20 m=20
b.g.l.) we have the interface between fresh and brackish groundwater =
(identified=20
with the value of 2500 =B5S/cm). A borehole-based continuous monitoring =
of=20
hydraulic head, groundwater temperature and specific electrical =
conductivity has=20
been designed and installed. Since August 2005 the monitoring system, =
made up of=20
a total of 9 bore-holes and 27 sensors is recording, on a hourly basis, =
each=20
parameter; one 1 piezometers, screened for the total thickness of the =
bore-hole,=20
a vertical EC profile is continuously recorded according 4 different =
vertical=20
locations. Among the more interesting data collected up to now we have =
to put in=20
evidence the excursion of interface between fresh and brackish =
groundwater in=20
relationship non to direct recharge but to the hydraulic loading of =
irrigation,=20
being so summer the season with the less salty conditions of =
groundwater.</P>
<H4><EM>Ben Hamouda MF, Zouari K, Tarhouni J, Leduc C, Gaye CB, Oueslati =

M</EM><BR><STRONG>Characterization Of Marine Intrusion And Origin Of=20
Salinization In The Plio-Quaternary Oriental Coastal Aquifer Of Cap Bon=20
(Tunisia).</STRONG></H4>
<P>The intensive agricultural and economic activities induce the =
increase of the=20
risk of groundwater quality degradation through high groundwater pumping =
rates.=20
The salinization and contamination are the main sources of this =
pollution,=20
especially in coastal aquifers. The characterization of marine intrusion =
and the=20
determination of the origin of the salinization in the plio-quaternary =
oriental=20
coastal aquifer of Cap Bon (Noth-East of Tunisia about 60 km south of =
the Tunis=20
city), and the understanding of its hydrogeological and geochemical =
behaviours=20
related to overexploitation of water resources, were studied by the =
geochemical=20
tools (conservative elements: Br? and Cl?), and by the stable isotopes =
(18O, 2H)=20
of water molecules. The landscape is a coastal plain slightly sloping =
(3%)=20
towards the sea. For the characterisation of sea water intrusion, the=20
piezometric and salinity map were established. The overexploitation of =
the=20
aquifer is characterized by the falling of piezometric head over a wide =
region,=20
reducing the outflow rate to the sea, and the continuous degradation of =
the=20
chemical quality of water. Depression cones in various places have =
dropped to 5=20
to 10 m below sea level, which testifies the inversion of the hydraulic =
gradient=20
and the invasion of seawater. The salinity of the groundwater appears to =

originate from dissolution of minerals (halite) in the aquifer system. =
The=20
higher values of the dissolved anions and cations in korba area are due =
to=20
higher sodium and chloride concentrations coming from mixture with sea =
water.=20
The changes of the latter concentration seem to be associated with =
changes of=20
the proportion of local recharge. In general, the oriental coastal =
aquifer plain=20
receives relatively an acce good recharge coming from water of current=20
precipitation. This contribution of current water is shown also on the =
deep=20
aquifer. This situation seems to indicate that the reconstitution of the =

reserves is fast in these areas. The salinity is generally acquired by=20
dissolution associated with a process of evaporation. However for the=20
plio-quaternary shallow aquifer a contamination by a mixture with =
seawater is=20
extremely probable, in particular in the sectors of Korba and =
Tefelloune, where=20
we observe a negative piezometry and the salinity can reach the 12 g/l =
and the=20
sea water intrusion which may reach 70 % depending on location.</P>
<H4><EM>Nadia S, Larabi A, Lorrai E, El Amrani Paaza=20
N</EM><BR><STRONG>Information System elaboration for the water resources =
of=20
Souss Chtouka region (Maroc)</STRONG></H4>
<P>"=C9laboration d'un Syst=E8me d'Information pour les ressources en =
eau de la=20
r=E9gion de Souss Chtouka (Maroc)" Un grand nombre de donn=E9es et =
d'informations de=20
base, statistiques, spatiales et temporelles sont requises pour fournir =
les=20
=E9l=E9ments de d=E9cision de l'utilisation des ressources en eau; les =
syst=E8mes=20
d'information g=E9ographique sont devenus de puissants outils de gestion =
et=20
d'analyse de ces donn=E9es, qu'ils traitent de mani=E8re souple, =
vari=E9e et int=E9gr=E9e,=20
en produisant aussi bien des cartes, que des tableaux ou des graphes.=20
L'exploitation intensive des eaux souterraines qui est la principale =
ressource=20
de la r=E9gion de Souss Chtouka est de plus en plus accentu=E9e. Une =
telle situation=20
risque d'induire d'autres types de probl=E8mes, la n=E9cessit=E9 d'une =
intervention=20
urgente pour la ma=EEtrise de la gestion des ressources en eau =
souterraine, est=20
bas=E9e sur une connaissance pr=E9cise des ressources naturelles et de =
son=20
environnement: hydrog=E9ologiques, g=E9ologiques, g=E9ophysiques, =
physiques-chimiques=20
et donc l'exploitation d'un grand volume de donn=E9es qui est un =
challenge tr=E8s=20
ouvert concernant le domaine des Syst=E8mes d'Information G=E9ographique =
(SIG), et=20
celui des Bases de Donn=E9es (BD).</P>
<H4><EM>Aureli A, Baiocchi C, Di Pasquale M, Mazzurco N, Miceli C, =
Silluzio=20
C</EM><BR><STRONG>The influence of seawater intrusion on pollutant =
diffusion in=20
an industrialized coastal area</STRONG></H4>
<P>The area concerned by the events described herein surrounds the Gulf =
of=20
Augusta in Sicily, where in 1950 the petrochemical hub of Augusta =96 =
Priolo =96=20
Syracuse, one of the most important industrial hubs in Italy, was set =
up. The=20
industrial settlement progressively transformed the local environment =
and the=20
small towns of Megara Iblea and Melilli Marina disappeared. Industries =
drilled=20
more than one hundred wells, exploiting local groundwater reserves to =
satisfy=20
the ever-growing demand for fresh water. Irrational, uncontrolled and=20
competitive groundwater abstraction in the 1960s -70s, produced a water =
level=20
drawdown to 50 metres below sea level, resulting in severe seawater =
intrusion,=20
amply reported in the literature . Two aquifers existed locally, a =
phreatic=20
aquifer in the Quaternary sediments overlying Pliocene-Pleistocene =
clayey=20
sediments, and a more important deep confined aquifer, hosted in the=20
water-bearing limestones and calcarenites of Mio-Pliocene age. These two =

initially separate aquifers, were connected by a number of boreholes =
carelessly=20
drilled by industries. Seawater intrusion was first detected in the =
surficial=20
aquifer and subsequently seriously affected the deep aquifer, impairing=20
groundwater quality for industrial use and drinking water supplies. =
Furthermore,=20
groundwater and soils were jeopardized in depth by pollution from both=20
industrial waste dumps and refinery products leaking from tanks and =
pipelines=20
damaged by local seismic activity. The discovery of a large quantity of=20
hydrocarbons in some wells alarmed the population and local authorities=20
responsible for pollution control. A major and comprehensive campaign of =

investigations, which involved drilling hundreds of geognostic boreholes =

equipped with piezometers, indicated the magnitude and extent of =
contamination.=20
In the 1970s and '80s, industries attempted to check saline intrusion by =

stopping groundwater abstraction from the wells nearest the coast, =
drilling new=20
ones inland. However, this did not produce satisfactory results as =
contamination=20
was detected at the surface and in depth even in the remotest wells, =
with the=20
result that industries eventually decided to close and seal a number of =
wells=20
definitively. Since the surface strata were considered irretrievably =
lost, the=20
attention was focused on the diffusion of pollutants in the deep aquifer =
also=20
exploited for drinking water. A detailed epidemiological investigation =
recently=20
showed a statistically significant increase in the number of cancer =
cases and=20
deformities in the area, especially among people living at Augusta, =
Melilli and=20
Priolo, alarming the local population and authorities. The phenomenon =
has been=20
studied in order to devise a rational land restoration programme locally =
and=20
analyse pollutant transport from the deep aquifer to the fresh water. =
Pollutants=20
such as products for mineral oil refinement, synthetic materials and =
heavy=20
metals permitted to perform an accurate three-dimensional reconstruction =
of=20
local water-bearing zones and to study water flow. It is clear how the=20
progressive mixing of polluted and brackish water, coming from saline =
intrusion,=20
causes the diffusion of pollutants, also helped by their sulphur and =
chloride=20
content that make them readily soluble. Pollutants movement in natural =
flow=20
directions has been modified by two elements: the hollow produced by =
irrational=20
exploitation of the land and the presence of brackish water that changes =
the=20
salinity of certain pollutants. This review provides a description of=20
particularly interesting facts and events.</P>
<H4><EM>Reynolds-Vargas J</EM><BR><STRONG>Impact Of Population Growth =
And=20
Tourism On Coastal Aquifers In Costa Rica</STRONG></H4>
<P>Rapid population growth and increasing water demand are adversely =
affecting=20
groundwater in many coastal areas of Costa Rica, where the main sources =
of=20
drinking water are coastal aquifers, now used intensively by the =
flourishing=20
tourist industry. For this reason, and in order to propose technically =
feasible=20
solutions, the analysis of the situation in this area is urgent. This =
case study=20
is focused on the Potrero and Brasilito aquifers, located in the western =
part of=20
the Nicoya Peninsula, in Guanacaste. Both are unconfined aquifers, =
formed by=20
very permeable alluvial deposits of sands and gravel. Groundwater has =
been=20
traditionally used by farmers tapping the aquifers mainly from =
wide-diameter,=20
hand-excavated wells, no more than 5m below ground level. However, =
during the=20
last 15 years groundwater has found further use, as touristic =
development=20
requires it for purposes other than satisfying drinking water needs, =
such as=20
irrigation of golf courses, gardens and other recreational spaces. =
Furthermore,=20
the seasonality of precipitation creates different conditions for water=20
availability, since potential evapotranspiration is often higher than =
1200 mm=20
during the dry season, implying a hydro deficit during several months. =
Tourist=20
visitation peaks in the dry season, coinciding with the time when =
natural water=20
availability is at its lowest. In addition, aquifers in the area face =
threats=20
such as seawater intrusion favored by overexploitation; microbiological =
and=20
nitrate contamination derived from septic tanks; chemical leaching from=20
inadequate disposal of solid wastes; impermeabilization of recharge =
areas due to=20
urban expansion; and disappearance of sensitive, and often unique, =
wetlands=20
which are dependent on groundwater discharges. It is clear that =
groundwater=20
pollution and aquifer depletion will affect the economic activities =
related to=20
tourism in the future; not to mention the current negative impact those =
changes=20
have on the local population. Nevertheless, insufficient knowledge of =
the=20
hydrodynamics of the coastal environment and the inadequacy of existing =
legal=20
instruments often preclude effective decision making and creates =
conflicts=20
between tourist resorts and the surrounding communities. Some =
recommendations=20
are made with an emphasis on actions that should be part of an =
integrated and=20
comprehensive management scheme aiming at sustainability of groundwater=20
resources. Such actions include a detailed study of the dynamics of =
coastal=20
environments, the delineation of well head protection areas and the=20
participation of multi-stakeholders in decision making processes.</P>
<H4><EM>Molinari FC, Severi P</EM><BR><STRONG>A Study Of The Coastal =
Acquifers=20
In Emilia-Romagna Region</STRONG></H4>
<P>The study sets out to determine the stratigraphic architecture of the =
coastal=20
aquifers of Emilia-Romagna Region, in particular in the area of the =
Ferrara=20
Province's. Both in view of future hydrogeologic studies and an optimum=20
managment of groundwater resources, the study aims at defining the =
distribution=20
and the physical buondaries of groundwater reservoirs (composed of sand =
bodies),=20
the associated permeability barriers and the interface between fresh =
water and=20
brackish water. The subject of the study is represented by the =
middle-upper=20
Pleistocene sediments that constitute the more recent portion of the=20
Peri-Sutural Padan Basin's filling (Bally &amp; Snelson, 1980); the =
sediments=20
were produced by the depositional activity of fluvial deltaic systems =
which were=20
both axially-fed, verging towards the East (paleo-Po river), and=20
transversally-fed (Appenninic provenance). The methodology is based on =
the=20
recognition of stratigraphic units belonging to the Depositional =
Sequences=20
category, sensu Mitchum et. Al. (1977). From a hydrogeologic point of =
view,=20
Depositional Sequences may be grouped into distinctive hydrogeologic =
units,=20
whose main feature is that they are inclusive of an areally extensive, =
scarcely=20
permeable or impermeable bottom layer, that hinders the possibility of =
water=20
exchanges between aquifers belonging to superposed units; these =
hydrogeologic=20
units have been informally named "Hydrostratigraphic-Sequential Units" =
(HSU)=20
(AGIP-RER, 1998). The HSUs have a stratigraphic meaning, since, by =
definition,=20
they are bounded by discontinuity surfaces and related conformity =
surfaces of=20
basinal extension. Data correlation, carried out with a =
stratigraphic-sequential=20
approach, has enabled: =B7 to recognize, within every single=20
Hydrostratigraphic-Sequential Unit, fine grained, transgressive deposits =

coarsening upward to regressive deposit; =B7 to find out that the =
transgressive=20
deposits pass from lagoonal or shoreface deposits, within the basal =
HSUs, to=20
coastal plain or lower delta plain deposits, within the upper HSUs; in =
the same=20
way, the regressive deposits pass from shoreface or delta front =
sediments, to=20
continental, delta and alluvial plain deposits; =B7 to recognize that =
the coarse=20
regressive deposits make great aquifers, separated by thick and areally=20
extensive permeability barriers, composed of the fine transgressive =
deposits.=20
The most important aquifers are sheet sandbodies with an average =
thickness of=20
25-30m and are areally very extensive ; usually these sediments are=20
unconsolidated, well-sorted, and consist of very fine-medium and coarse =
sand. In=20
these deposits there is no break between sandy shoreface/delta-front=20
(marine-seaward) sediments and sandy delta-plain/delta-lobe =
(alluvial-inland)=20
sediments. Muddy and silty units within the sandbodies are commonly =
restricted=20
in extent. The deposits that make up great aquifers are frequently =
shoreface or=20
delta-front sediments, thus pore water was originally saline; at present =
fresh=20
water occupies many areas of these acquifers. The depositional cycle of =
HSUs has=20
been strongly conditioned by high-frequency climatic/eustatic =
oscillations. The=20
explanation herein suggested is based on the concept that during the =
progressive=20
drop of sea-level, the connate saline water was simultaneously flushed,=20
following the sea-level drop, from the deltaic and shoreface sediments, =
porous=20
and permeable, just deposited. The following sea-level rising, which is =
very=20
fast, cause the sedimentation of transgressive lagoonal or shoreface =
deposits,=20
mainly fine grained, that seal the deltaic reservoir (aquifer) saturated =
with=20
fresh water during the previous drop in the sea level. The most =
characteristic=20
type of water-quality degradation in coastal plain aquifers of =
Emilia-Romagna=20
Region is saline water intrusion. In the 50s and 60s the =
methane-producing=20
well-fields and then heavy industrial pumpage have produced an active =
saline=20
water encroachment. In the aquifers the consequences of the saline-water =

encroachment are considerably severe. In particular the concentrated =
withdrawal=20
of ground water near Ferrara city has created a deep cone of depression=20
(Provincia di Ferrara-RER,1987-1990) and the natural hydraulic gradient, =
already=20
very weak, has been reversed; this has caused connate saline ground =
water to=20
move inland (westward) towards the well-fields for significant distances =
(50-60=20
Km). Analyzing the available data it is possible to see that because of =
the high=20
trasmissivity of the aquifers, saline water occupied many areas in only =
a few=20
years. The deep confined aquifers have been less exploited than the =
upper=20
aquifers but they have nevertheless had an active saline water =
encroachment even=20
if in small areas. As the HSUs are hydraulically unconnected the saline =
water=20
intrusion has resulted different both in space and in time. The huge =
quantity of=20
data available, together with teorical progress in the last few years in =

stratigraphical field that have permitted new possibilities of =
correlation and=20
3D reconstruction of sedimentary deposits, have brought about new =
knowlwdge on=20
the coastal aquifers relationship of Emilia-Romagna Region. The most =
important=20
aspect is that every single aquifer is within distinctive hydrogeologic =
units,=20
whose main feature is that they are inclusive of an areally extensive, =
scarcely=20
permeable or impermeable bottom layer, that hinders the possibility of =
water=20
exchange between acquifers belonging to superposed units. These =
knowledge=20
demostrates the unsuitability of monoaquifer model, used in most of the =
Padan=20
Plain, bringing about a new scenario in the groundwater development, =
managment=20
and hydrogeological protection. The genetic interpretation of the =
stratigraphic=20
architecture of coastal aquifers should represent the basis of all =
specialist=20
examinations, in particularly in monitoring and in the prevention of =
internal=20
saline water.</P>
<H4><EM>Milnes E, Meilhac C, Yeo D, Renard P, Schnegg P, Bourret=20
F</EM><BR><STRONG>Hydrogeological, Hydrogeochemical And Geophysical=20
Investigations In The Akrotiri Aquifer: Identification Of Multiple =
Salinization=20
Processes And Implementation Criteria For Monitoring =
Networks</STRONG></H4>
<P>The Akrotiri aquifer in Southern Cyprus has been heavily exploited =
over the=20
past 60 years and seawater intrusion has been observed since the =
construction of=20
the Kouris dam in the late 80's. The authorities adopted a management =
scheme in=20
the beginning of the 90's to prevent further groundwater degradation and =
applied=20
the same scheme for the entire area, i.e. reduction of the pumping =
rates.=20
Hydrogeological investigations were carried between 2000 and 2004, =
including=20
hydrogeochemical and geophysical campaigns and revealed the presence of =
three=20
main, partly superimposed salinisation processes: seawater intrusion,=20
agriculturally induced and irrigation-related salinisation and direct=20
evaporation from shallow groundwater. Identification of the spatial =
distribution=20
of the dominant salinisation processes is crucial for the design of =
adequate=20
management schemes. In the Akrotiri aquifer, as in many other coastal =
aquifers,=20
the adopted management scheme is based on the threat of seawater =
intrusion only,=20
and therefore fails in the areas where irrigation-induced salinisation =
and=20
direct evaporation have been shown to be the dominant salinisation =
processes.=20
Results from the large-scale investigation as well as from small-scale=20
monitoring stations are presented and used to identify the spatial =
distribution=20
of the three main salinisation processes. The available historical data, =

necessary for the calibration of a numerical model, are shown to be =
spatially=20
very heterogeneously distributed, since the main aim of the existing =
monitoring=20
network is to survey seawater intrusion. The amount and quality of the =
data is=20
therefore often insufficient to elaborate a numerical model with which =
the=20
superposition of multiple salinisation processes can be simulated. =
However, a=20
numerical model that is intended to be used for the design of an =
efficient=20
management scheme has to include the different salinisation processes. =
The field=20
investigation clearly revealed the type and spatial distribution of such =
missing=20
data sets and allowed to establish criteria to implement and extend =
monitoring=20
networks for multiple salinisation processes. Using hydrogeochemical =
information=20
and combining them with piezometric data and, if available, with =
geophysical=20
results allows identification of vulnerable areas where monitoring is =
crucial.=20
Such monitoring networks can eventually provide the necessary data for =
numerical=20
models allowing.</P>
<H4><EM>Barrocu G, Muzzu M, Staffa F, Testa M, Uras =
G</EM><BR><STRONG>The GALDIT=20
method to map the vulnerability to seawater intrusion in the Arborea =
coastal=20
aquifer (central-western Sardinia)</STRONG></H4>
<P>Hydrogeological conditions and human activities in the vicinity of =
coasts=20
have a significant influence on groundwater quality and supplies, often =
the only=20
source of coastal fresh water. The objective of this study is to map the =

vulnerability of zones in a coastal area to salt water intrusion. The =
area=20
selected for the study is the coastal plain of the reclaimed area at =
Arborea in=20
central western Sardinia, where a superficial aquifer occurs, underlain =
by a=20
multilayer confined aquifer. The expansion of agricultural and cattle =
raising in=20
this area has caused, logically, two major problems, one associated with =
aquifer=20
pollution caused by fertilizers and animal waste , the other with =
salination by=20
seawater intrusion as the result of groundwater overexploitation by =
wells. The=20
method adopted for the vulnerability study is a point count system =
model,=20
developed by Chachadi and Lobo-Ferreira in the framework of the EU-India =

INCO-DEV COASTIN project. It is based on six parameters, groundwater =
occurrence,=20
aquifer hydraulic conductivity, height of ground water level above sea =
level,=20
distance from the shore, impact of existing status of sea water =
intrusion and=20
thickness of the aquifer, giving the acronym GALDIT. Each of the six =
indicators=20
has a pre-determined fixed weight that reflects its relative importance =
to=20
seawater intrusion. Based on this weight, a quantitative estimate of =
GALDIT=20
index is computed, which is then used for classifying the vulnerability =
zones.=20
The vulnerability of the area to seawater intrusion is assessed on the =
basis of=20
the GALDIT Index, computed using GIS methods. Generally speaking, the =
lower the=20
index, the less vulnerable the aquifer is to seawater intrusion. </P>
<H4><EM>Vandenbohede A, Lebbe L, Gysens S, De Wolf=20
P</EM><BR><STRONG>Infiltration of salt water in artificial sea inlets in =
the=20
Belgian dune area</STRONG></H4>
<P>The Flemish Nature Reserve 'Westhoek' is situated along the =
French-Belgian=20
border and is the largest unfragmented dune complex of the Belgian =
coast.=20
Ecological value of the nature reserve is recognised to be high. To =
enhance=20
biodiversity in the nature reserve, more specifically the development of =
natural=20
habitats of annex I of the European Habitat-directive, two sea inlets =
were made.=20
Therefore, the foredune ridge was breached in two places. Through these =
sea=20
inlets, sea water has access to depressions behind the foredunes during =
high sea=20
levels. This work was carried out between January 2004 and June 2004. =
Since an=20
important fresh water lens is present under the dune area, which is for =
instance=20
exploited by a water catchment, the infiltration of salt sea water must =
be=20
closely monitored. Therefore 36 observation wells (18 deep, 18 shallow) =
are=20
present around the two sea inlets. On regular basis, geophysical =
borehole=20
measurements with a focused electromagnetic induction tool (EM39) are =
conducted.=20
These show the infiltration and migration of the salt water deeper in =
the fresh=20
water reservoir. Vertical and lateral movement of the salt infiltration =
water=20
can be followed in time. Due to the detailed vertical resolution of the=20
EM39-logs, individual events of salt water infiltration can be =
identified as if=20
salt water infiltrated in pulses. Divers are placed in some of the =
observation=20
wells. These measure the evolution of hydraulic head and the temperature =
of the=20
water in the observation wells in time. This data set provides detailed=20
information on the infiltration in function of time. The shallow wells =
(7 m)=20
show an abrupt rising of the hydraulic head during spring tide. =
Afterwards,=20
there is a slow decline until the next spring tide. Thus only during =
spring=20
tide, an important amount of salt water can infiltrate. This is also =
visible on=20
the time-temperature logs were a sudden change in temperature occurs =
after=20
spring tide. These are the individual pulses of salt water which can be=20
identified on some of the EM39 measurements. The deeper wells (30 m) =
show mainly=20
the influence on tides on the hydraulic head and the effect of the salt =
water=20
infiltration is small. By combining the EM39 measurements, hydraulic =
head and=20
temperature measurements, infiltration of salt water in this dynamical =
tidal=20
environment can be followed and studied in detail.</P>
<H4><EM>Tenalem A, Barbieri G</EM><BR><STRONG>Groundwater management and =
quality=20
problems in the Aynalem well field of Mekele town and its environs, =
Northern=20
Ethiopia</STRONG></H4>
<P>Aynalem well field is the major source of the Mekele town (300,000=20
inhabitants) water supply; which is the capital of Tigray Regional =
State. The=20
area has semi-arid climate with annual rainfall of around 600 mm. The =
well field=20
is covered with extremely fractured Mesozoic sedimentary rocks intruded =
by=20
dolerite dyke swarm. In this study attempt was made to investigate the=20
hydrogeology of the well field by giving particular emphasis to =
characterization=20
of the aquifer systems from water management perspective and =
hydrochemical=20
variability. Conventional hydrogeological investigation was employed =
including=20
hydrogeological mapping, pumping test analysis, hydrochemical and =
piezometric=20
survey. Supporting geophysical and isotope data were also used. The =
study=20
revealed that the well field has highly variable hydrostratigraphic =
units and=20
aquifers. More than 22 boreholes were drilled having discharge rate =
ranging from=20
15 to 30 l/sec with a total safe yield of about 220 l/sec. For the last =
three=20
years total yield of the well field declined down to 70 l/sec due to=20
over-pumping and reduction of direct recharge by extreme draught. For =
the same=20
period the sub-regional groundwater level declined in places up to 5 =
meters. The=20
most affected aquifer systems are confined within the weathered and =
fractured=20
dolerite and limestones. In addition to the decline of water level and =
yields of=20
the wells, it was observed an environmental change downstream of the =
well fields=20
i.e. springs and marshy areas dried out and wells which were artesian =
ceased to=20
exist. The main problems of well yield decline is attributed to external =
factors=20
(reduction in the direct recharge) and internal factors related to water =

management problems. The hydrochemical study revealed the presence of =
two main=20
water types: calcium sulphate and calcium bicarbonate; the former being =
more=20
hard. The high hardness is related to the existence of thin interbedded=20
evaporitic deposits within the Mesozoic sedimentary sequence which =
characterize=20
the water with high salinity. The extremely high hardness and salinity =
made most=20
of the groundwater unusable for community water supply. In places =
nitrate=20
pollution has been detected. Except the high hardness, nitrate and boron =

concentration the water fulfills the national water quality standards =
for=20
domestic and agricultural uses.</P>
<DIV id=3Dtextmenubar>
<UL>
  <LI><A title=3D"SWIM-SWICA Homepage"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica">Homepage</A>=20

  <LI><A title=3DOrganization=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_organization">Organization</A>=20

  <LI><A title=3D"Date and Place"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_date_place">Date=20
  and Place</A>=20
  <LI><A title=3D"Scientific Part"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_scientific">Scientific=20
  Part</A>=20
  <LI><A title=3D"Course Programme: Practical Modeling of Saltwater =
Intrusion"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_course_programme">Course</A>=20

  <LI><A title=3D"SWIM-SWICA Conference Programma"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_conference_programme">Programme</A>=20

  <LI><A title=3D"List of ASWIN-SWICA Conference Abstracts"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts">Abstracts</A>=20

  <LI><A title=3D"Scientific Exhibit"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_scientific_exhibit">Scientific=20
  Exhibit</A>=20
  <LI><A title=3D"General Information"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_geninfo">Information</A>=20

  <LI><A title=3DContacts=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_contacts">Contacts</A>=20

  <LI><A title=3D"Conference Organizers"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_conf_organizer">Organizers</A>=20

  <LI><A title=3D"4th Circular (Programme and Abstracts [PDF]"=20
  href=3D"http://www.ditunica.it/pagefiles/swim-swica-programme.pdf"=20
  target=3D_blank>4th Circular</A>=20
  <LI><A title=3DLinks=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_links">Links</A></LI></UL></DIV>
<DIV class=3Dtranscodingbar>| <A=20
href=3D"http://www.ditunica.it/public/code/cp_html2txt.php?page=3Dhttp%3A=
%2F%2Fwww.ditunica.it%2Fpublic%2Fcode%2Fcp_dpage.php%3Faiocp_dp%3Dswimswi=
ca_abstracts%26choosed_language%3Deng"=20
target=3D_blank>TXT</A> | <A=20
href=3D"http://www.ditunica.it/public/code/cp_html2txt.php?txtlnk=3D1&amp=
;page=3Dhttp%3A%2F%2Fwww.ditunica.it%2Fpublic%2Fcode%2Fcp_dpage.php%3Faio=
cp_dp%3Dswimswica_abstracts%26choosed_language%3Deng"=20
target=3D_blank>TXT+</A> |&nbsp;</DIV>
<DIV align=3Dcenter><SMALL><A=20
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dabout"=
>The=20
contents of this site are copyright =A9 University of Cagliari - Faculty =
of=20
Engineering - Department of Land Engineering. All Rights=20
Reserved.</A></SMALL></DIV><BR>
<DIV align=3Dcenter><A href=3D"http://www.aiocp.com/"><IMG height=3D32=20
alt=3D"Powered by Tecnick.com AIOCP (All In One Control Panel)"=20
src=3D"http://www.ditunica.it/images/tecnickcom/poweredby.png" =
width=3D88=20
border=3D0></A> <A href=3D"http://validator.w3.org/check/referer" =
target=3D_blank><IMG=20
height=3D31 alt=3D"Valid XHTML 1.0!"=20
src=3D"http://www.ditunica.it/pagefiles/w3c_xhtml10_88x31.png" =
width=3D88=20
border=3D0></A> <A href=3D"http://jigsaw.w3.org/css-validator/" =
target=3D_blank><IMG=20
height=3D31 alt=3D"Valid CSS1!"=20
src=3D"http://www.ditunica.it/pagefiles/w3c_css_88x31.png" width=3D88 =
border=3D0></A>=20
</DIV></DIV>
<DIV style=3D"LEFT: 5px; WIDTH: 150px; POSITION: absolute; TOP: =
185px"><!--[if gte IE 5]><![if lt IE 7]>=0A=
<style type=3D"text/css">=0A=
ul.altmenu li {=0A=
	behavior: url(../../shared/jscripts/IEmen.htc);=0A=
}=0A=
ul.altmenu ul {=0A=
	display:none; position:absolute; top:2px; left:110px;=0A=
}=0A=
</style>=0A=
<![endif]><![endif]-->
<UL class=3Daltmenu>
  <LI><A title=3D"SWIM-SWICA Homepage"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica">Homepage</A>=20

  <LI><A title=3DOrganization=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_organization">Organization</A>=20

  <LI><A title=3D"Date and Place"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_date_place">Date=20
  and Place</A>=20
  <LI><A title=3D"Scientific Part"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_scientific">Scientific=20
  Part</A>=20
  <LI><A title=3D"Course Programme: Practical Modeling of Saltwater =
Intrusion"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_course_programme">Course</A>=20

  <LI><A title=3D"SWIM-SWICA Conference Programma"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_conference_programme">Programme</A>=20

  <LI><A title=3D"List of ASWIN-SWICA Conference Abstracts"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_abstracts">Abstracts</A>=20

  <LI><A title=3D"Scientific Exhibit"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_scientific_exhibit">Scientific=20
  Exhibit</A>=20
  <LI><A title=3D"General Information"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_geninfo">Information</A>=20

  <LI><A title=3DContacts=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_contacts">Contacts</A>=20

  <LI><A title=3D"Conference Organizers"=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_conf_organizer">Organizers</A>=20

  <LI><A title=3D"4th Circular (Programme and Abstracts [PDF]"=20
  href=3D"http://www.ditunica.it/pagefiles/swim-swica-programme.pdf"=20
  target=3D_blank>4th Circular</A>=20
  <LI><A title=3DLinks=20
  =
href=3D"http://www.ditunica.it/public/code/cp_dpage.php?aiocp_dp=3Dswimsw=
ica_links">Links</A></LI></UL></DIV></BODY></HTML>

------=_NextPart_001_000D_01C77EA7.6A2694A0--

------=_NextPart_000_0000_01C77EA7.6A1F68B0--