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<br />tively) provi.ded significant numbers of unbiased estimates. <br /> <br />, ,'~~;J!;f ~ <br />::':~,i~:;, <br />Of the recollUllen... <br />u~-~ .' <br /> <br />dations that were biased for these two methods, all three were biased upwards <br /> <br />for Method 10 and all three for Method 14 were biased low. This information <br /> <br /> <br />sugges t that Method 10 1S the preferred of the two as, if the estimates <br /> <br />later found to be in error, overestimates are often more acceptable <br /> <br />fisheries than underestimates, unless they are unreasonably high. <br /> <br />Neither of the two methods incorporating recommendations for all habitats <br /> <br />(~ethods 9 and 12) was significantly unbiased, however, Method 12 (where two of <br /> <br />three criteria were met) was biased low f.or 12 of 13 streams. <br /> <br />This tendency <br /> <br />creates a high level of risk that an instream flow recommendation could under- <br /> <br />estimate fishery needs. Method 9, generated eight unbiased recommendations for <br /> <br />the 13 streams with the five biased recommendations being almost equally divided <br /> <br />between overestimates and underestimates of unbiased ranges. Though not signi- <br /> <br />ficantly unbiased, this method would probably be of greater utility than Method <br /> <br />12 where users wish to address instream flow needs in all habitats within a <br /> <br />stream segment. <br /> <br />An associated drawback with this general category of tnethods is the dif- <br /> <br />ficul ty in identifying ~'cri tical riffles" in the field, especially when the <br /> <br />first field visit occurs during high water. <br />I <br /> <br />This is also a problem where <br /> <br />distinct differences between riffles are not apparent at low flows. To minimize <br /> <br />this problem, investigators should collect data for at least three riffles in <br /> <br />each stream reach and select the critical riffle after completion of data <br /> <br />analysis. <br /> <br /> <br />This approach offers several advantages for obtaining instream flow recom- <br /> <br />11 <br />