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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 />,'APR-30-1996 12:26 FROM RIVERSIDE TECHNOLOGY,INC <br /> <br />O,fAFT <br />Y .)'!o - ,'- <br /> <br />II. : W ite River . Enh cement <br /> <br />TO <br /> <br />13038664474555 P.02 <br /> <br />....._.-..................._........_--~....,....... ..- .... <br />- <br />!ItDf <br /> <br />:1 !ft; u't.; <br /> <br />~I~ DaaDm~ <br />I'ar ClUlSS v."or"ilt <br /> <br />Objective: The RTi model' g group lead by Ray Bennett will ~IJ1I.tbe "IJtlilncement of <br />the White Rive Basin Model by following the process described below. The <br />prerequisite for 's subtask is that the Phase II White River Basin model is <br />documented an calibrated with approximately 75 percent of the current water use <br />~ m?de,led ~d wi' irrigation demands based on the 1993 GIS mapping in the <br />~(, ,i'. ~\\ _~ I culated seen' rio. <br />t~~~~~ , <br />Subta$ks: ~~~~'::3 ~ ~ <br />1. Prepare a map for the Whit River Bash!:) <br />2. Prepare aggregated groups f irrigation structures <br />,3. Add aggregated irrigation s ctures to model network <br />4. Define aggregated water inistration number classes <br />5. Assign return flow charac 'stics <br />6. Get water rights from data se and determine flow weighted administration number through <br />aDM! <br />7.' Assign efficiellcy for aggre ated irrigation structures <br />',8. Esiimate aggregated irrigat' n structure dcmands <br />9. Aggregate municipal and i ustrial demand/water right <br />10. Aggregate reservoirs and st k ponds <br />, II. Modif~,pstream flow files 0 represent upstream and downstream terminus <br />12. Gen~@te base flows <br />. .......... <br />: 13. Calibration <br />14. Prepare baseline scenario <br />,15. Prepare final documentatio <br />, 16. M(scellaneous <br />17. Contingency <br /> <br />ApprollCh: All subtasks within e White River Basin Enhancement will be accomplished by the <br />following (it is anticipated that oyle Engineering will have no responsibilities in the White <br />River enhanccment): <br /> <br />: · RTi water resource ngineer (Bill Owen, Markus RilSCh) <br />. RTi GIS technician Rob Niedenzu) <br />, . Task leader (Ray B nett) <br /> <br />RTiWR <br />RTiGIS <br />State <br /> <br />2.0 White River Basin SeoDe <br />Considers that modeling will GIS acreage based. Structures and associated water rights not <br />presently tied to the GIS parcel will not be con~idered in the Phase ill modeling but will be <br />documented by the State as bei g excluded (this may include structures with significant net <br />absolutes.) Modeling will cont nue to address the 1975 through 1991 period as the study period <br />using the Year 2 CROSS data <br /> <br /> <br />0033 <br /> <br />2.01 'Prepare a map for the <br />
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