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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 />Af'R-24-1996 16:(!!0 FIU1 RIVERSIDE lEOiNCL.OGY,lNC <br /> <br />TO <br /> <br />1~ P.13 <br /> <br />. .- <br /> <br />. ~ <br />"it"" <br />l, <br /> <br />I <br />I <br />I <br />I <br />fOlTOal!and final engineering report will use as a base the draft chapters submitted by the <br />CQIlsullant for thc data preparation subtasks. It is assumed that the Phase n data preparation <br />chapters wjll be left intact and supplemented by the Phase m aggregation concept The <br />calibration section of the final report will involve the full replacement of the associated sections <br />in:the Phase n reports with Phase ill methodology and results. No on-line presentation of <br />engin~ng notes is required. On-line presentation of the formal engineering report will not be <br />req~ until that written product is approved by the State. ' <br /> <br />1 <br />The following outline will be used in the preparation of the formal engineering report. Chapter 5 <br />will include subchaplf>rs for each of the following work. tasks: (aggregation of iIrigation <br />struct~, determination of water wiministration number classes, determination of flow weighted <br />~on numbers for each administration class, return flow characteristics for the <br />aggre structures, efficiency for the aggregated structures, determination of headgate demand <br />fur ~gated structures, aggregation of municipal and industrial slnICtures and their associated <br />cbaraCleristics, aggregation of reservoirs and stock ponds and their characteristics, instream <br />flows, Jl:eneration of base flows, calibration, generation ofbase1ine scenario) . <br /> <br />,j <br />"1/ <br />I <br />l <br /> <br />, <br />I <br /> <br />lfo~' <br />~ <br />q~0 <br /> <br />! I. Executive Summary <br />I 2. Introduction <br />, <br />13. Model Development <br />! 4. Modeled Historic Data Description at}5% Basin Water Use <br />'5. Aggregated Modeling Data Description, 100% Basin Water Use (each of the IIll\ior <br />I task memos prepared throughout the Phase m modeling activities will become a <br />section within chapter 5) <br />i 6. Calibration <br />I <br />Approlwh: <br />I <br /> <br />i1. <br />12. <br />! <br />i 3. <br />! 4. <br />i 5. <br />: 6. <br /> <br />RTiWR: Modify Phase II final report chapters as required. <br />RTiWR: Prepare chapter documenting the aggregation process to model 100 % of the <br />water use in the Whilf> River Basin. <br />RTiWR: Prepare fmal calibration chapter. <br />RTiWR Prepare final report and submit to State for review. <br />RTiWR: Incorporate State comments. <br />RTiWR: Create on-line representation offinai report. <br /> <br />~ ~Ib <br /> <br />~M <br /> <br />Oeliverables: <br /> <br />, <br /> <br />~.ci- <br />,9" <br /> <br />A formal engineering report following the outline sct forth by the Gunnison River <br />Basin documentation describing the enhancement of the White River Ba.qin to model <br />one hundred percent of the water use in the basin. <br />'. An on-line representation of the final report. <br /> <br />s~ <br /> <br />rbtD ~ lb ~~-U~~ L<;SL'-~ <br /> <br />'-J ~L ') I 1& - nu~~ ~ e.-i.J~ . <br />l 2- . LO W c-- \ ~ <br />'-',,,- \-\~""- ~_~q'J 06"0 <br />~ '\::, ~~I <br /> <br />003~ <br /> <br />'~~ <br />~ <br /> <br />TOTA.... P.13 <br />
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