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WSP02393
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Last modified
1/26/2010 12:36:33 PM
Creation date
10/11/2006 11:05:17 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.760
Description
Yampa River General
State
CO
Basin
Yampa/White
Water Division
6
Date
11/30/1992
Author
CRWCD
Title
Development of Future Water Demand Projections for the Yampa River Basin Alternatives Feasibility Study - November 30 1992 - Draft
Water Supply Pro - Doc Type
Report/Study
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<br />00: 3'34 <br /> <br />. <br /> <br />. <br /> <br />YAMPA STUDY DEMANDS <br />August 15, 1994 <br />Page 4 <br /> <br />Other <br /> <br />Other included demands not reflected in the itemized sectors such as snow-making. <br /> <br />Reservoir Evaporation <br /> <br />Reservoir evaporation was determined as remaining constant except for the specific <br />evaporation associated with the various new reservoir options considered. <br /> <br />Basin Export <br /> <br />Minor exports from the Yampa River basin currently go from Yamcolo Reservoir to <br />the Colorado River drainage. For the purposes of the Yampa study no new basin exports <br />were considered as all the historic basin export proposals have died. <br /> <br />Past proposals to use hydraulic pipelines to transport coal would function as basin <br />exports. These were not considered. The W.R. Grace proposal of putting coal in plastic <br />bags and propellling them to customers east of the divide projected water consumption of <br />12,000 AF. <br /> <br />HYDROLOGrC MODELING <br /> <br />Water supplies and demands were representated in the hydrologic and water right <br />computer model of the Yampa River basin generated by Hydrosphere. Larger water <br />demands were represented individually and smaller water demands were often "aggregated" <br />in the model. The model utilized historic gage hydrology as a baseline. Existing and <br />historic water demands were considered to be "embeded" in the gage record. The gage <br />records were adjusted for the existing demands which occurred for only part of the 1930 <br />to 1982 study period. <br /> <br />Demand Location <br /> <br />In the hydrologic model demands were located in "nodes" as close as possible to <br />where they do or are likely to occur. The 8,000 AF coal gasification plant was located near <br />Craig, upstream of the Williams Fork, in the "worst" place hydrologically, possible. <br /> <br />Demand Priority <br /> <br />Demands were assigned priorities in the hydrologic model based on the current <br />access of such demands to water right priorities and storage water. Water demands with <br />undefined priorities were treated as junior users in aggregate. <br />
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