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Last modified
7/14/2009 5:02:31 PM
Creation date
5/22/2009 5:28:46 PM
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Template:
UCREFRP
UCREFRP Catalog Number
7926
Author
Annear, T. C. and A. L. Conder.
Title
Relative Bias of Several Fisheries Instream Flow Methods.
USFW Year
n.d.
USFW - Doc Type
Cheyenne, Wyoming.
Copyright Material
NO
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<br />Two of the eight categories listed by Tennant have been commonly used <br /> <br /> <br />making MF-type recommendations and both were included in this study. <br /> <br />categories are "fair or degrading" 00% AF) and "minimum or poor" 00% AF) fOt <br /> <br />the period of April through September. <br /> <br />Average flow was obtained from <br /> <br />appropriate U. S. Geological Survey (USGS) gaging records wherever possible. On <br /> <br />ungaged streams, AF was obtained using a hydrograph simulation model developed <br /> <br />by ~.Jahl (unpublished 1970 report on a proposed stream flow data program for <br /> <br />Wyoming, available at th~ USGS Office in Cheyenne). <br /> <br />Wetted Perimeter <br /> <br />This method assumes that a direct relationship between wetted perimeter and <br /> <br />fish habitat exists in streams. By plotting the response of wetted perimeter to <br /> <br />inc remen tal changes in dischar~e, the inves tigator usually can identify an <br /> <br />in flee tion in the resulting curve where small decreases in flow result in <br /> <br />increasingly greater decreases in wetted perimeter. <br /> <br />This point on the curve <br /> <br />represents a flew at which the water surface recedes from stream banks and fish <br /> <br />habitat is lost at an accelerated rate. <br /> <br />This flow is the instream flow esti- <br /> <br />. <br />mate. Rose and Johnson (1976) present one application of this method. <br /> <br />Data for generation of this curve are obtained by using one of several com- <br /> <br />puter models. <br /> <br />The IFG-I model (Mllhous 1978) was used in this study. <br /> <br />Users <br /> <br />have the option with this model of either (1) basing simulations on data from a <br /> <br />single visit to the site and using the Manning equation for discharge balancing <br /> <br />or (2) developing a stage-discharge relationship by collecting field measure- <br /> <br />. ments on several occasions. The latter alternative provides more accurn~ simu- <br /> <br /> <br />'':~.'~ <br /> <br />lations (Bovee and Milhous 1978) and was used in this study. <br /> <br />4 <br />
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