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Last modified
7/14/2009 5:02:34 PM
Creation date
5/17/2009 11:55:23 PM
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UCREFRP
UCREFRP Catalog Number
9314
Author
Wick, E. J. and J. A. Hawkins.
Title
Colorado Squawfish Winter Habitat Study.
USFW Year
1989.
USFW - Doc Type
Fort Collins.
Copyright Material
NO
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1 <br />' to decrease approximately 0.2 feet during midwinter, ice-covered conditions. <br /> Overall productivity of the winter ecosystem appeared to be maintained by <br /> natural flaws which provided diverse low velocity habitats (embayments, <br />' backwaters, pools, and runs). During Winter 2, this diversity appeared to be <br /> best maintained in the 200-300 cfs flaw range in mid-winter during ice cover. <br /> Flaws below this range would result in less than optimum depth in preferred <br /> embayment habitat while higher flows flood and eliminate these habitats. <br /> Alterations in flow during winter due to water project impacts must be <br /> analyzed with respect to the portion of the winter in which they may occur. <br /> Effects will be different due to current ice conditions, air temperature, <br /> precipitation, and discharge. Reductions below natural baseflow at initial <br /> ice formation should be avoided. At this time actual discharge is already <br /> decreasing because water is being tied up in ice formation. Maintaining <br />' natural flaws during the initial freeze period in late November or early <br /> December would insure that ice cover forms over the maximum amount of usable <br /> winter habitat. A key flaw consideration during mid winter is maintaining the <br /> natural conditions of steady discharge with little fluctuation. Flaws <br /> normally do not fluctuate more than 140 cfs above or belaW the annual mean <br /> during the period from mid-December through February. It is important to <br /> avoid unnatural discharge fluctuations that could remove natural ice cover. <br />can be the most critical <br />which usually occurs in March <br />The ice-out period <br /> , <br />, <br />part of winter. During this time, water surface elevations and effective <br /> depth decrease even though discharge is maintained. Therefore, any reductions <br /> in flow should be avoided until ice is completely out. <br />t <br /> <br />1 <br /> <br />1 <br /> <br /> <br />1 <br /> <br />I ix
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