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36 <br />2.7 Preferred Area <br />Two methods that quantify physical habitat in terms of preferred <br />areas have contributed significantly to the development of instream <br />flow assessment. Both increase the dimensionality of analysis <br />compared to the usable width approaches by using multiple transect <br />data and measuring habitat in units of area rather than of width. <br />The Washington Department of Fisheries, in cooperation with the <br />USGS, applied a two-dimensional mapping technique, referred to as the <br />Washington Method, to quantify the area of streambed available for <br />salmon spawning (Collings 1972, 1974). Biological criteria for <br />spawning consist of upper and lower bounds on preferred depths and <br />velocities. Depth and velocity measurements are taken across four <br />transects at a potential spawning site, and isopieth maps of the <br />streambed are constructed to show the distribution of hydraulic <br />parameters at a fixed discharge (Fig. 2-4). Areas satisfying both the <br />velocity and depth criteria are designated as spawnable portions of <br />the stream. This procedure is repeated for a minimum of five <br />different stream flow conditions to develop a response curve of <br />spawnable area vs discharge over the range of flows of interest. No <br />hydraulic modeling is used in predicting depths or velocities. The <br />preferred spawning flow is defined as the flow with the maximum <br />spawnable area. Instream flow requirements are set at the flow which <br />maintains 75% of the maximum spawning area. This type of flow <br />recommendation is another example of a habitat retention criterion. <br />A second approach to quantifying instream habitat on an areal <br />basis was developed by fisheries biologists of the Pacific Gas and <br />Electric Company (Waters 1976). This work, which was initiated in the <br />1950's in California, predates all of the methods discussed <br />previously. Like the Washington Method, two-dimensional maps of the <br />stream environment are developed from transect data, but continuous <br />weighting criteria for velocity and depth are used to calculate <br />habitat values. Again, no hydraulic simulation modeling is used to