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Yampa River Basin Water Resources Planning Model Final Report
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Yampa River Basin Water Resources Planning Model Final Report
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Last modified
7/7/2010 1:04:19 PM
Creation date
7/6/2010 11:25:54 AM
Metadata
Fields
Template:
Water Supply Protection
Description
Yampa River Basin
State
CO
UT
WY
Basin
Yampa/White/Green
Water Division
6
Date
2/1/1997
Author
Boyle Engineering Coporation, Riverside Technology, Inc.
Title
Yampa River Basin Water Resources Planning Model Final Report
Water Supply Pro - Doc Type
Report/Study
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• Simulates a wide variety of operating agreements and exchanges between one or more structures <br />through user - supplied input data <br />• For a given structure, simulates one or more return flow patterns returning to one or more stream <br />nodes to represent the impact of surface and ground water returns on the stream system <br />Simulates transbasin imports and diversions from a basin <br />• Uses an efficient, direct solution algorithm which recognizes the impact of a diversion's return <br />flows during the current time step without having to iterate <br />• Estimates a base or natural streamflow from gaged or estimated streamflow, diversion, and <br />reservoir data <br />• Performs extensive input data checking <br />• Provides extensive output reporting capabilities <br />• Operates on both a PC and a workstation <br />• Is available to the public and maintained by the State of Colorado <br />The Yampa Model is operated on a monthly time step from water years 1975 to 1991. It was <br />developed in two steps as follows: <br />Phase II, completed in July, 1996, modeled 246 key diversion structures, 9 reservoirs, and 73 <br />instream flow rights. Key structures were identified using the following approach: <br />• A list of diversion structures, based on the structure's net absolute decreed amounts, was <br />compiled and ranked form largest to smallest. <br />• The list was shortened by including those structures that represent 75 percent of the basin's <br />net absolute decreed amounts. <br />• Meetings were held with division and district engineers in the basin and the preliminary list <br />of structures was refined to include structures that were considered important by the district <br />engineers. Also, some structures were removed from the model because they historically <br />' diverted significantly less than the decree amount, they were abandoned or removed, or they <br />had infrequent diversion records. <br />Phase IIIa enhanced the model to account for 100 percent of the basin's consumptive use. <br />This enhancement featured the following changes from the Phase II model: <br />• Twenty -seven aggregated irrigation structures were added to represent 449 structures <br />supplying 24,960 acres of irrigated land. These lands compose all land in the 1993 survey <br />which were not explicitly modeled in the Phase II version of the model. <br />1 <br />1 <br />• Three aggregated reservoirs were added to represent 33,822 of of decreed storage not <br />explicitly modeled in the Phase H model. This storage composes all decreed storage rights <br />not explicitly modeled under Phase H. <br />• Three aggregated stock ponds were added to represent 15,958 of of stock pond storage not <br />explicitly modeled in the Phase II model. These stock ponds represent all stock pond use as <br />Model Development <br />3 -2 <br />
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