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WSP06472
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Last modified
1/26/2010 2:22:56 PM
Creation date
10/12/2006 1:39:23 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.766
Description
Gunnison River General Publications-Correspondence-Reports
State
CO
Basin
Gunnison
Water Division
4
Date
1/1/3000
Author
Unknown
Title
Summary Description and Review of Existing Gunnison Basin Model
Water Supply Pro - Doc Type
Report/Study
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<br />. . t. ~.~ <br />OOr!ar <br />Description of EXisting Model <br /> <br />4 <br /> <br /> <br />, <br /> <br />The minimum power release requirement was identified during the model calibration process <br />and subsequently verified by the USBR Grand]unction office. The minimum is either a fixed number or <br />is determined by interpolation depending on reservoir contents. The contents and release ranges (all <br />expressed in acre. feet) used in this calculation are as follows: <br /> <br />. ~mn,+h- Contents <br /> <br />Release <br /> <br />0.200,000 <br />200,000-390,000 <br />390,000.900,000 . <br /> <br />o <br />24,000-33,000 <br />75,000 <br /> <br />Blue Mesa storage rights, incorporating refill and net of inactive storage are set at 952,202 af; no <br />direct flow power rights are represented. The subordination of the Blue Mesa storage right to in-basin <br />junior depletions is effected by solving the model network in two steps. In the first step, the Blue Mesa <br />rights are administered in their correct priority vis.a-vis all upstream rights; in the second step, releases <br />from Blue Mesa are constrained to equal their first-step values and the portion of the network above the <br />Blue Mesa outlet is re-solved with Blue Mesa storage set junior to all upstream rights except those sup. <br />porting transbasin diversions (if any). This two-step process essentially re.allocates Blue Mesa storage to <br />any upstream in-basin juniors that might have been called out by that storage. <br /> <br />Uncompahgre Project <br /> <br />Modeling of Uncompahgre Project operations includes Taylor Park storage and release, diver- <br />sion at the Gunnison Tunnel, administration of the Taylor Park Exchange, and diversions and return <br />flows in the main Uncompahgre Valley canals. Taylor Park releases are determined from a combination <br />of inflow forecasts, instream flow targc.ts, and seasonal storage targets. Depending on the month, the <br />model calculates the release defined br each of these methods and imposes the maximum of these as the <br />required release; practically speaking, the forecast-based releases and the instream flow targets <br />determine the Taylor Park release most of the time. <br /> <br />The objective of the forecast. based release is to fill Taylor Park without spilling by the end of <br />July maintaining a relatively constant flow regime below the reservoir. Forecast..based releases are only <br />computed for the months of March through June. The release is calculated using the following equa. <br />tion: <br /> <br />release ~ (forecast + contents. capacity)/monthsleft <br /> <br />forecast is the projected inflow from the current date through]uly <br />contents is the active contents of Taylor Park at the beginning of the current month <br />capadtv is the active capacity of Taylor Park(106,200 acre. feet) <br />monthsleft is the number of months from the current date through July <br /> <br />The instream flow targets are imposed in all months and mimic the CWCB instream flow decrees <br />for the Taylor River below the reservoir. During the months of October through April, the target is 50 <br />cfs (3000 afper month); during May through September, the target is 100 cfs (6000 afper month). <br /> <br />The seasonal storage targets for Taylor Park were derived during the model calibration process <br />in an attempt (0 obtain better correspondence between observed and modeled reservoir contents. The <br />targets used in the model are stated in terms of acre.feet of active capacity as follows: <br /> <br />
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