1. Red River Basin Water Study
Laserfiche
>
Public
>
County Commission
>
2004
>
06-21-2004
>
Regular agenda
>
1. Red River Basin Water Study
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/7/2004 2:14:56 PM
Creation date
6/15/2004 10:49:15 AM
Metadata
Fields
Template:
General
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
4
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
<br /> <br />Fall/Winter 2003 <br /> <br />The WaffleSM Study Is under Way! <br /> <br /> <br />"", <br /> <br />The idea behind the WafflesM project is that existing flood control <br />measures be augmented through the temporary storage of springtime <br />runoff in existing depressions within the Red River Basin until major <br />flood crests pass. The Energy & Environmental Research Center <br />(EERC) project team is investigating the water storage potential in several <br />types of depressions within the basin, including low-relief fields bounded <br />by raised roads, ditches, and wetlands. These preexisting storage areas, <br />supplemented by roads and drainage structures, could act asanetwork of <br />channels and control structures to slowly release stored watetihto the Red <br /> <br />" It <br /> <br />River after the flood crest passes. Workjsund~r~ay t9 dèvelop~~ Co1Wfe~ef1s~1 <br />basinwide model to assess the technicalfeasioility,of this:conceþt. Anìòhgthe,f <br />advantages of a basinwide approach is to pro\Tì:~e'flood relief to both ruralar§a§ <br />and municipalities. '. ~" ' , ' ' <br />, ~.)~j, ' <br />Flooding on the Red River of the Northin 19Q7~a~.§evereanclest~Þlisheçl : :.~ <br /> <br />~s ~~~ dff ~ ~: ~e;~ i:~ :~:r~~. f~~: Jgt&~tAe~$ ~1~sIf~ì~~ai Ja ~~~ån t .,' ,,1'1;,;1"', <br /> <br />implement basinwide strategies to,preParetheregiö~;tþrflQqds()f similaror);' f " <br />greater magnitude than the 1997 fIôod.Accorclingtq)he U.SJ\1\rrny Corps oeL ' <br />Engineers, the theoretical maximum flo()dhJi~íiÇåf:~~tg()isl~bfeet (39.6 feetln ' <br />1997) and 67 feet at Grand FQrks (51.4feetii(1997)i]Ârecerit:publication from <br />the University of Manitoba estimatès~thåtthè\e,;i.S~il,¡$D % chq.lJ:è~t~at a flood" , <br />approaching the theoretical måxim~IÎisWW Qcc\.Ír".fti~theI1~~~9,;yeårs. In simple, <br />terms, a comprehensive basinwideflÖodprotectiorCprogtaIIßi~iç'dticalto thevel)l <br />"C"""""'""""-",, "'""" <br />survival of our communities andthe{;c()nomicståbilityof/t!1þ,R,~~ RiverBas,in. <br />,. , : ,.jt;-j¡;', <br />,. .i,~.:~~' "" <br />
The URL can be used to link to this page
Your browser does not support the video tag.