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Table 3. Total surface area of stream and (weighted <br />usable surface area) for a hypothetical <br />recreation activity in square feet. <br />Depth ft Velocity in feet per second and probability-of-use <br />d <br />an <br />(Probability- <0.5 0.5-1,0 1.0-1.5 >1.5 Total <br />of-use) (1.0) (0.8) (0.4) (0) <br /><1 500 400 100 0 1,000 <br />(o) (o) (o) (o) (o) (a) <br />1-2 600 700 800 300 2,400 <br />{0.3) (180) (168) (96) (0) (444) <br />2-3 100 300 500 100 1,000 <br />{0.8) (80) (192) (160) (0) (432) <br />>3 0 0 100 D 100 <br />(1.0) (0) (0) (40) (0) (40) <br />Totals 1,200 1,400 1,500 400 4,500 <br />(260) (360) (296) (0) (916) <br />A separate matrix is required for each recreation activity being <br />considered. A separate matrix is also developed for each of a number of <br />different flows and a different weighted usable surface area is calcu- <br />lated for each flow. Comparison of the matrices provides information on <br />the "best flow" or shows the change in weighted usable surface area due <br />to a change in flow. <br />RECREATION CRITERIA FOR THE INCREMENTAL METHOD <br />Recreation activity definitions and a discussion of criteria are <br />presented below. <br />Minimum and Maximum Criteria <br />Criteria, as discussed in this section, refer to the parameters of <br />depth and velocity, and deal with the minimum and maximum values. The <br />assumption is made that the recreation activity in question cannot be <br />engaged in outside of the range described by the minimum and maximum <br />values. Optimum values are determined in a somewhat different manner <br />and will be discussed later. Minimum and maximum criteria are of two <br />major types: (1) physical criteria and (2) safety criteria. Regarding <br />8 <br />