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<br />000132 <br /> <br />5 <br /> <br />Survey Methods Used <br /> <br />After considerable discussion with personnel of the Ecological <br />Services Section of the DOW, it was decided to use the Colorado R-2 <br />Cross Method as both the single cross section method and the multiple <br />cross section method of analysis. Up until the present time, this <br />model has been the only method utilized by the DOW to analyze field <br />data in filing for water rights with the Colorado Water Conservation <br />Board under Senate Bill 97. While the R-2 Cross and single cross <br />section methodologies in general have received considerable criti- <br />cism in the past (Bovee and Milhous, 1978), the DOW was not ready <br />to scrap this method in favor of other more sophisticated method- <br />ologies requiring much greater time, manpower, and monetary expense <br />without a comprehensive evaluation. <br /> <br />The IFG4 model was used for the Incremental Method of analysis. <br />Results of this analysis were interfaced with the IFG3 model to pro- <br />vide a habitat analysis for target species (trout) occurring in the <br />study reaches. The Tennant (1975) or Mont~a Method was a synthetic <br />analysis of U.S,G.S. flow data and was completed in the office. <br /> <br />Field procedures and techniques of data collection are outlined <br />in great detail by Bovee and Milhous (1978). These procedures were <br />followed precisely as described. <br /> <br />Criteria For Minimum Flow Determination <br /> <br />Minimum levels for key determining parameters with the single <br />transect R-2 Cross Method are presented in Table 3 below. <br /> <br />Criteria for the Multiple Transect R-2 Cross and the IFG4 methods <br />on critical riffles were the same as those for the single transect <br />R-2 Cross. But in run and pool type habitat, both water velocity and <br />average depth respond differently when compared to critical riffle <br />environments. Therefore, minimum average depth and velocity criteria <br />in run and pool type transects were modified as shown in Table 3-A, <br />below. <br /> <br />, <br /> <br />l <br />