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<br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />001932 <br /> <br />(Figure I), The staging table provides estimates <br />of modeled instream hydraulic parameters at <br />stages above and below the measured discharge. <br />Page five summarizes measured and calculated <br />flows, waterlines, and depths (Figure J), It also <br />presents estimates of mean velocity, Manning's <br />"n", water slope, and upper and lower <br />streamflow limits within which the instream <br />flow recommendation should fall. In general, <br />hydraulic models based upon Manning's <br /> <br />Figure D, <br /> <br />The R2CROSS Menu <br /> <br />s~. <br /> <br />CoIellole <br /> <br />New File <br /> <br />Overwrite <br /> <br />equation are most accurate when predicted <br />flows fall within a range of 0.4 to 2.5 times <br />measured flow (Bovee and Milhous 1978; <br />Bovee 1982), Space is also provided for a <br />narrative describing the basis for the initial <br />instream flow recommendation and for the <br />signatures of the personnel involved in making <br />the recommendation, The macro can also be <br />used to generate a plot of the stream cross <br />section (Figure K). <br /> <br />Go- h <br /> <br />Pr;,lers <br /> <br />Quit <br /> <br />Path <br /> <br />New File <br /> <br />LoserJet <br /> <br />Exist" F~e <br /> <br />001 MotrQc <br /> <br />LEGEND <br />[==::J - R2CROSS Meoo Chorcll <br /> <br />c=:::> . FunCTion Performed <br /> <br />-11- <br />