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<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 1). 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 />'~''''.''T.' <br />~ <S;~ <br />~ <br /> <br />I <br />I <br />I <br />i <br /> <br />! Ne. Fie ~ <br />I <br />I Ovenln'. ~ <br /> <br />~ <br />I <br />I <br />I <br />COara ~0 <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 /> <br />LEGEND <br />[=::J . R2CROSS '"'- Chace <br />c=:::> . ~ p.,.r~ <br /> <br />-11- <br />