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Last modified
1/26/2010 4:16:39 PM
Creation date
7/31/2007 1:35:09 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8281.984
Description
Colorado River Studies and Investigations - Upper Colorado River Study Phase II
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
5/29/2003
Author
Hydrosphere Resource Consultants
Title
Phase II - Upper Colorado River Study - Executive Summary - Hydrosphere Resource Consultants - 05-29-03
Water Supply Pro - Doc Type
Report/Study
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<br />00Q371 <br /> <br />UPCO Final Report <br />Executive Summary <br /> <br />May 29, 2003 <br />Pageiv <br /> <br />Similarly, at full use of the existing system the average Moffat Tunnel diversions will <br />increase by about 6% from 63,600 acre-feet of existing demand to 67,400 acre-feet. <br />Again, this increase will occur as demand increases without building any new facilities. <br />If the next project on line is a North System supply with a firm yield of 15,000 acre-feet, <br />diversions would increase from Grand County by 9% to 73,600 acre-feet, while a South <br />System supply would increase diversions by 8% to 72,600 acre-feet. <br /> <br />Northern Colorado Water Conservancy District Water Needs <br /> <br />The Colorado-Big ThompsonlWindy Gap system is designed to collect up to an average <br />of31O,000 acre-feet of water from the Upper Colorado River for conveyance through the <br />Alva B. Adams Tunnel to the East Slope for supplemental irrigation and municipal water <br />supply purposes. Under existing demands CB-T and Windy Gap diversions from the <br />West Slope average about 247,800 acre-feet per year. Under future demands, average <br />annual diversions are expected to increase by about 10% up to 271,700 acre-feet. <br /> <br />III. Study Results <br /> <br />Phase II of the UPCO study represents the most comprehensive water planning and <br />hydrologic evaluation to-date for the headwaters ofthe Colorado River. The primary <br />results of this phase of the UPCO study are detailed quantifications of water supplies, <br />stream flows, and reservoir levels for various locations in Grand and Summit Counties. <br />The results of the modeling are voluminous, containing daily data for 45 years at nearly <br />40 locations for several separate model "runs." <br /> <br />The data display tool provides a means to compare various water supply and planning <br />options. Four water supply and demand "scenarios" were modeled: <br /> <br />1. Existing Demand with Existing Supply <br /> <br />2. Full Use Demand of Existing Supply <br /> <br />3. Full Use with 15,000 acre-feet of New North System Supply including full use of <br />Windy Gap <br /> <br />4. Full Use with 15,000 acre-feet of New South System Supply including full use of <br />Windy Gap <br /> <br />The evaluation entailed reviewing the model output for locations of interest and <br />comparing the current conditions with future conditions to discern where and when water <br />shortages are likely to occur. The table below summarizes the estimated water supply <br />shortages for water providers in Grand and Summit Counties. <br />
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