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approximately 40% of the redds. Movement of the 40 mm gravels would <br />result in destruction of 78% of the redds, etc. The same technique was <br />used~for other trout and salmon species. <br />Equation (5) was again utilized to determine the critical depth for <br />a given slope. .Again, critical tractive forces were obtained from Chow <br />(1959) or Leopold et aT. (1964). <br />EVALUATION CRITERIA <br />Because of the varying types of data used in the construction of <br />the probability curves, some curves may be used with confidence for <br />any level of instream flow assessment, while others should be used <br />judiciously for only reconnaissnce level studies. Therefore, accompan- <br />ying each set of probability curves is an outline matrix (see page ) <br />describing: (1) source material used in the construction of the curve, <br />(2) analysis technique(s) used (frequency analysis, parameter overlap, <br />etc.), (3) IFG evaluation rating, (4) Comments concerning specific <br />curves, and (5) references cited. <br />The IFG evaluation for each curve was developed by strict adherence <br />to the following criteria and guidelines: <br />I. Excellent <br />A. Frequency analysis utilizing at least 200 individual measure- <br />ments, with samples collected over a wide range of hydraulic <br />parameters and combinations of parameters. <br />B. Laboratory experiments with >200 replications, covering <br />a wide range of hydraulic conditions. <br />C. X2 test of optimum showing p<0.10 of significant difference of <br />frequencies within optimum. <br />II. Good <br />A. Frequency analysis with suspected sampling bias; <200 measure- <br />ments, or range of hydraulic conditions limited. <br />B. Frequency analysis using a mix of measured and calculated <br />parameters; at least 100 measurements from a wide range of <br />hydraulic conditions. <br />18 <br />