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WSPC01522
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Last modified
1/26/2010 11:12:24 AM
Creation date
10/9/2006 2:49:02 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.200
Description
Colorado River Basin-Colorado River Computer Models-Colorado River Decision Support System
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
4/1/1996
Title
Boyle Contracts-Original-White River Basin Enhancement-Draft
Water Supply Pro - Doc Type
Operating Principles/Plan
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<br />, <br /> <br />FIU1 RtVERSIDE TECHNCl...OGY. INC <br /> <br />1 '303866 ~ \':-:~P. il~!,"~:-~.~~,:,.;;~.....,.':'l;:r,.~'j <br /> <br />r, <br /> <br />APR-24-1996 1S'SS <br /> <br />I <br />I <br />, <br />1 <br />; <br />, <br />Delive~.ables: <br /> <br />j. ~orandum documenting the revised base flow network, and an asse~<m"ut <br />: of the subsequent ba'\e flows generated from the Phase III network. <br />I. 1v ~STATEMOD f'tles reflecting tbe Phase III hydrology. <br />1- <br />2.13, ICalibration <br /> <br />Objectlve: Calibrate the While River Basin Phase ill model network. It is expected that the <br />qUalit~ of the calibration of the Phase III model will decrease relative to the Phase IT calibration <br />(more iletail does not mean better calibration). However, it is expected that the ealibratiou of the <br />I <br />Phase III model can be made to achieve a level that is within 20 percent of the Phase IT effort. <br />I <br />I <br />Approkh: <br />1 <br />I <br />The fO/Iowing modcling scenarios and visual work products will be \L~ed in the calibration <br />I process: r <br />! 1. Phase n scenario OUtpuL~ (already available) for calculated and historic data sets. l:L~b <br />1 2. Phase ur fully aggregated (reservoir, demands, instreanl flows, M&l) model. n".. * ..,.~II--' \ \ <br />! 3. An interim work product will be developed through the following visual u.,.~ c~ <br />: comparisons: tabular and big picture plot of average annual acre-feet and percent ,:.---- <br />; differences from historic da1a (average annual), graphs of full time series <br />(monthly) acre-feet. These visual comparisons will be prepared at 6 explicitly " ^ b . <br />modeled key diversion structures, 2 aggregated inigation structun:s, 4 stream:aow- ':> c' ~ L: <br />locations, and all modeled reservoir locations. The above v~-coinparisons will C_'d <br />be prepared for II single scenario (Phase III (fuM lli;l>'",&~el) va. Phase IT <br />bistoric scenario) to be presented at a calibration meeting between RTiWR and the <br />State. After calibration is complete. visual comparisons will be produced for all <br />of the following scenari s:-Phase UI ( ., . I) vs. Phase II bistoric <br />. ~--". - . <br />scenano, , <br />, Pha~ III ') Y$. ~iYersi n hL\. ~, '-' <br />: \, ~,~s ~Aj) cc.\(~~~ <br />The dlibf"oltion task is to accim'ipnshed throuj!!Jhef6Jlowing specific work. . . ~ 'I ~ ~v- <br />I ~ ;tb"L.~{'""J.i~~ ~h., = <br />t5 PI'. RTiWR: ..IWIrthe ST A 1$M<?D pro~ to ~ eaek efthe ~nanos ----- <br />: requm:d fVI ..alit.,,,tivn. \ ~J;.(\ 6\r~ <br />-!Pi i 2, RTiWR: Prepare the interim work products (tables and graphs for Phase m (full \-- 'J,.~: . <br />If::, ~ aggregation level) vs. Pha~e IT historic scenario) to be presented at the calibration <br />meeting. f~ JiL \~>~<..- uS. <;\&-7S< <br />RTiWR: Conduct an infurmal calibration meet'thg\etween Rti and the State [0 <br />identify areas of potential calibration concern. Document the meeting through a <br />set of informal meeting minutes. <br />RTiWR: Adjust the Phase III calibration pammeters as a result of the calibration <br />meeting. Calibration parameters for adjustment (to Phase III input files) will <br />'include: aggregated node locations, aggregated return flow locations, efficiency of <br /> <br />10 <br /> <br /> <br />"" 3. <br />I:) L <br /> <br />--- i <br /> <br />4. <br /> <br />zo <br /> <br />0037 <br />
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