My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP07211
CWCB
>
Water Supply Protection
>
Backfile
>
7001-8000
>
WSP07211
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:26:16 PM
Creation date
10/12/2006 2:12:00 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8149.911
Description
Miscellaneous Small Projects and Project Studies - SE Needs Assessment and PSOP
State
CO
Basin
Arkansas
Water Division
2
Date
4/1/1999
Author
AK River Basin Water
Title
Preliminary Findings Arkansas River Water Needs Assessment
Water Supply Pro - Doc Type
Report/Study
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
36
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).
Show annotations
View images
View plain text
<br />1572 <br /> <br />a, Comparison of Nacural Resource Flow <br />Preferences to Baseline Arkansas River Flows <br />When evaluating the effect of various flows on <br />natural resource values, it is important to under- <br />stand how well baseline Arkansas River flows have <br />supported natural resource values. During some <br />periods of the year, baseline Arkansas River flows <br />are substantially differene than the preferred flows <br />for many resource values. To facilitate a compari- <br />son between baseline Arkansas River flows and <br />resource needs, rhe following hydrographs were <br />developed co illuserare flows during the 1982 co <br />1995 period, when the Fryingpan-Arkansas <br />Project was in full operation. Please nore rhat <br />flows releases ro fulfill the objectives of the annual <br />flow management releases have been subrracted <br />ftom the,e hydrographs whenevet a separate <br />accounting of rhese releases was recorded, This <br />me:lI1S that summer flow augmentation rc:leases <br />have been suberacted out of the hydrographs, <br />while releases during fall, winter, and spring <br />under the annual flow management program have <br />nOt been subrracred our of the hydcographs. <br /> <br />Two eypes of hydro graphs are presented: <br /> <br />. The firs< hydrograph illustrates baseline <br />Arkansas River flows on a year-round basis, <br />incorporating Fryingpan-Arkansas Project <br />operations. This is the same hydro graph that <br />was presented in Section IV of this chaprer. <br /> <br />. Hydrographs are also presented for the annual <br />period between July 24 and Seprember 7, <br />which has been ideneified by river managers as <br />a period of conflict between competing narural <br /> <br />resource values. The addirional detail provided <br />in these hydcographs allows the reader .to <br />examine the difference between rypical flows <br />and resource values on a dailv basis. Because <br />this period is so crirical, hydro graphs have <br />been developed for average, wer, and dry years. <br />The average hydrograph incorporates all flows <br />from the 1982 through 1994 period. 1995 <br />was excluded from the average hydcograph <br />because it was one of the wettest water years <br />on record in rhe basin. The wer year hydco- <br />graph incorporates flows during rhe wet years <br />of 1983,1984,1985, and 1995. The dry year <br />hydrograph incorporates the dry years of 1988, <br />1991, 1992, and ]994. <br /> <br />These hydrographs are ovedaid with rhe preferred <br />Bows for llariollS resOUIce values. so that [h~ read- <br />er can undersrand how well 1982,1995 flows sup- <br />poered rhose values. The final tables in rhis sec- <br />tion provide daily flow values for rhis period in <br />text format, so that the reader can determine what <br />a rypical flow would be on any given day during <br />the July 24 . Seprember 7 period. <br /> <br />The fact that the histOtic hydrograph is nor neu' <br />tral in relationship to nat.ural resource values is <br />demonstrated by examining specific flows. For <br />example, in a dry year during rhe ] 982-1995 <br />period, Haws recede ro 700 cfs on abour July 21. <br />A 700 cis How represeoes a signiflcanr departUre <br />from rhe preferred Haws of 350 d's for juvenile <br />rrour. Similarly, in a dry year during the 1982 to <br />1995 period, flows reach 500 cfs on about August <br />12. This flow that is significanclv below the 1500 <br />cfs optimum preferred by rmers on the river. <br /> <br />20 <br />
The URL can be used to link to this page
Your browser does not support the video tag.