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Last modified
1/26/2010 3:16:45 PM
Creation date
10/12/2006 4:51:53 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8142.100
Description
Trinidad Project - Studies - Operation Studies
State
CO
Basin
Arkansas
Water Division
2
Date
1/1/1996
Author
CWCB
Title
Trinidad Background Info Notebook Part 5
Water Supply Pro - Doc Type
Report/Study
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<br />r- <br />~ <br /> <br />is.. ;_~ <br /> <br />;. <br /> <br />5R <br /> <br /> <br />1HO.l thru lH1.0 <br /> <br />5HO.1 thru 5HO.3 <br /> <br />. <br /> <br />lR01. thru 1Rl.0 <br /> <br />5RO.1 thru 5R1.0 <br /> <br />lH39 <br /> <br />. <br /> <br />lR39 <br /> <br />jo i nt-use poo 1 unt i 1 fu 11 and then stored in Mode 1 <br />reservoir storage right. Model reservoir storage <br />right content transferred to joint-use pool at end <br />of October (subject to space availability). <br />Compares the effect of Trinidad Project operation <br />to that of historical Model reservoir operation. <br /> <br />Same as 5H except compares the effect of Trinidad <br />PrOject operation to that of rehabi 1 itated Model <br />reservoir operation. <br /> <br />Operational criteria the same as the baseline study <br />except headgate i rri gat i on di vers ions were assumed <br />to be greater than the computed ideal requirement. <br />Runs were made for 0.1, 0.2, 0.3, 0.5 and 1.0 foot <br />per acre of excess diversion. The additional water <br />for diversion was assumed to have occurred during <br />years when Trinidad Reservoir inflow was above <br />average for the 1925-1957 period. The return flow <br />from the additional diversion above ideal require- <br />ment was assumed to be 60 percent. Results of each <br />run compares the effect of Trinidad Project opera- <br />tion to that of historical Model reservoir opera- <br />tion. <br /> <br />Operational criteria the same as 5H except headga- <br />te irrigation diversions were assumed to exceed <br />the computed ideal requi rements. Runs were made <br />for 0.1,0.2 and 0.3 foot per acre of excess diver- <br />sion. The additional diversion was assumed to have <br />occurred during years when inflow to Trinidad <br />Reservoir was above average for the 1925-1957 <br />period. Return f1 ow from the increment di vers i on <br />above idea 1 was assumed to return at a rate of 60 <br />percent in the fo 11 owi ng month of di vers i on. <br />Results of each run compares the effect of <br />Trinidad Project operation to that of historical <br />Model reservoir operation. <br /> <br />Same as 1HO.1 thru 1H1.0 described above except <br />effect of Trinidad Project operation is compared to <br />that of rehabilitated Model reservoir operation. <br /> <br />Same as 5HO.1 thru 5HO.3 described above except <br />effect of Trinidad Project operation is compared to <br />that of rehabilitated Model reservoir operation. <br /> <br />All operational criteria similar to baseline study <br />except the maximum joi nt-use pool is, 39,000 acre- <br />feet rather than the previous 19,500 acre-feet. <br />Compares the effect of Tri n i dad Project operat i on <br />to that of historical Model reservoir operation. <br /> <br />Same as 1H39 except compares the effect of Trinidad <br />Project operation to that of rehabi 1 itated Model <br />reservoir operation. <br />18 <br />
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