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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 />:~PR-30-1996 13:05 FROM RIUERSIDE TECHNOLOGY,INC <br />i <br /> <br />TO <br /> <br />13038664474320 P.04 <br /> <br />I <br />I <br />formal! and tinal engineering re oct will use as a base the drdft chapters submitted by the <br />consu!!ant for the data preparat' n subtasks. It is assumed that the Phase II data preparation <br />chapters will be left intacl and. pplementcd by the Phase ill aggregation concept. The <br />calibraJtion section of the final pon will involve the full replacement of the associated sections <br />in the Phase II reports with Pha ill methodology and results. No on-line presentation of <br />engine~ring notes is required. n-line presentation of the formal engineering report will not be <br />required until that written prod ct is approved by the State. <br /> <br />It is assumed that all word plOc ssing required to generate the final report will be accomplished <br />at and by the State excepl for calibration graphics and tables which will be the responsibility <br />of the consultant. <br /> <br />The following outline will be u in the preparation of the formal engineering report. Chapter 5 <br />will include subchapters for e h of the following work tasks: (aggregation of irrigation <br />structures, determination ofwa er administration numbcrclasses, determination of flow weighted <br />administration numbers for eac I administration class, return flow characteristics for the <br />aggregaled structures, efficienc for the aggregated structures, determination of headgate demand <br />, for aggregated structures, ag ation of municipal and industrial structures and their a~sociated <br />, charac~ristics, aggregation of servoirs and slock ponds and their characteristics, instream <br />flows, ;generation of base flows calibration, generation of ba.~eline scenario) . <br /> <br />)1~6 <br /> <br />: 1. Executive Su <br />'2. Introduction <br />'3. Model Developmen <br />'4. Modeled Historic D ta Description at 75% Basin Water Use <br />: 5. Aggregated Modeli g Data Description, 100% Basin Water Use (each of the major <br />task memos prepare throughout the Phase ill modeling activities will become a <br />section within chap r 5) <br />. 6. Calibration <br /> <br />Approach: <br /> <br />5. <br />; 6. <br />: 7. <br />; <br /> <br />Deliv~rables: <br /> <br />0020 <br />
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