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WSP05412
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Last modified
1/26/2010 2:18:14 PM
Creation date
10/12/2006 1:00:30 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8141.700
Description
Fryingpan-Arkansas Project - Annual Operating Plans and Reports
State
CO
Basin
Arkansas
Water Division
5
Date
11/1/1986
Author
US DoI BoR
Title
Annual Operating Plan Fryingpan-Arkansas Project Colorado 1986 - 1987
Water Supply Pro - Doc Type
Annual Report
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<br />t7'Z;J <br /> <br />, <br /> <br />feet (see table 2). The April 1 forecast of available imports for May <br />through September was 69,000 acre-feet. However, due to high reservoir <br />storage in the Arkansas River Basin, an divertible flows were not <br />imported. <br /> <br />The following minimum bypass requirements at the various diversion <br />points were used during the 1986 operation! <br /> <br />Diversion point <br /> <br />Minimum bypass <br />re(uirement <br />ftJ/s) <br /> <br />12 <br />6 <br />3 <br />o <br />o <br />3 <br />1 <br />1 <br />o <br />2 <br />12 <br />5 <br />4 <br />2 <br />1 <br />o <br /> <br />. <br /> <br />Fryingpan River <br />South Fork <br />Chapman Gulch <br />Sawyer Lake Creek <br />Lily Pad Creek <br />Ivanhoe Creek <br />Middle Cunningham Creek <br />North Cunningham Creek <br />South Cunningham Creek <br />Mormon Creek <br />Hunter Creek <br />Midway Creek <br />No Name Creek <br />Carter Creek <br />North Fork Creek <br />Gran ite Creek <br /> <br />In addition to the minimum bypass requirements at each of these sites, <br />a minimum flow requirement must be met on the Fryingpan River at <br />Thomasville river gaging station as i specified in the Operating <br />Principles. This minimum requirement is 'as follows: April - 100 cubic <br />feet per second, May - 150 cubic feet pet second, June - 200 cubic feet <br />per second, July - 100 cubic feet per second, August - 75 cubic feet per <br />second, and September - 70 cubic feet per second or the natural flow, <br />whichever is less. . <br /> <br />When it appears that these flows will not be met, the diversions into <br />the Project system are decreased or stopped, whichever is necessary to <br />meet the bypass requirements. The liunter Creek System, which drains <br />into the Roaring Fork River, can continue diverting water into Boustead <br />Tunnel during these times. <br /> <br />Exhibit 4 shows the minimum daily flows at the Thomasville River gaging <br />station and the average dai ly minimum flow requirements during the <br />period of diversions from the Fryingpan R~ver. <br /> <br />.. <br /> <br />4 <br />
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