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Last modified
7/14/2009 5:02:36 PM
Creation date
5/20/2009 3:02:49 PM
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UCREFRP
UCREFRP Catalog Number
9581
Author
U.S. Bureau of Reclamation.
Title
Final Environmental Impact Statement - Navajo Reservoir Operations Volume II Technical Appendices.
USFW Year
2006.
USFW - Doc Type
Grand Junction - Durango, CO.
Copyright Material
NO
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<br />VariabiJity: <br /> <br />Purpose: <br /> <br />F. Category: <br /> <br />Level: <br /> <br />Purpose: <br /> <br />G. Category: <br /> <br />Control: <br /> <br />Purpose: <br /> <br />must be within 5 days ::I: of historical mean date of May 31 for the same <br />period. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Standard deviation of date of peak to be 12 to 25 days from the mean date of <br />May 31. <br /> <br />Maintaining similar peak timing will provide ascending and descending <br />hydro graph limbs timed similarly to the historical conditions that are <br />suspected important for spawning of the endangered fishes. <br /> <br />Target Base Flow (mean weekly nonspring runoff flow). <br /> <br />500 cfs from Farmington to Lake Powell, with 250 cfs minimum from <br />Navajo Dam. <br /> <br />Maintaining low, stable base flows enhances nursery habitat conditions. <br />Flows between 500 and 1,000 cfs optimize backwater habitat. Selecting <br />flows at the low end of the range increases the availability of water for <br />development and spring releases. It also provides capacity for storm flows <br />to increase flows and still maintain optimum backwater area. This level of <br />flow balances provision of near-maximum low-velocity habitat and near- <br />optimum flows in secondary channels, while allowing water availability to <br />maintain the required frequency, magnitude, and duration of peak flows <br />important for Colorado pikeminnow reproductive success. <br /> <br />Flood Control Releases (incorporated in operating rule). <br /> <br />Handle flood control releases as a spike (high magnitude, short duration) and <br />release when flood control rules require, except that the release shall not <br />occur earlier than September 1. If an earlier release is required, extend the <br />duration of the peak of the release hydro graph. A ramp up and ramp down <br />of 1,000 cfs per day should be used to a maximum release of 5,000 cfs. If the <br />volume of water to release is less than that required to reach 5,000 cfs, adjust <br />the magnitude of the peak accordingly, maintaining the ramp rates. Multiple <br />releases may be made each year. These spike releases shall be used in place <br />of adjustments to base flow. <br /> <br />Historically, flood control releases were made by increasing fall and winter <br />base flows. This elevates flows above the optimum range for nursery habitat. <br />Periodic clean-water spike flows improve low-velocity habitat quality by <br />flushing sediment and may suppress red shiner and fathead minnow <br />abundance. <br /> <br />SJRIP Biology Committee <br />May 1999 <br /> <br />8-8 <br /> <br />Executive Summary <br />Flow Report <br />
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