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<br />transects placed across one or more riffles. <br /> <br />I t is then inferred <br /> <br /> <br />I'! _--~n <br />'---'" <br />This method is most often used by analyzing wetted perimeter curves <br /> <br />instream flow at that riffle (or average of several riffles) will also be ade~ <br /> <br />quate for all other habitats. Other users (Nelson 1980) have similarly analyze~ <br /> <br />curves from all habitat types within a stream reach. <br /> <br />A major drawback with this method is that inflection points are chosen <br /> <br />solely on a subjective basis and recommendations can vary between investigators. <br /> <br />Complications also arise when no clearly defined inflection is found or where <br /> <br />multiple inflections occur on a curve. As the name of the method implies, sub- <br /> <br />j ec tive me thods reflec t the user's bias to some degree. <br /> <br />This does not imply <br /> <br />that bias is always a detriment. <br /> <br />In this study, MF recommendations were based on mean wetted perimeter curves <br /> <br />for riffles as well as for all habitat types (Table 1). <br /> <br />Recommendations were <br /> <br />obtained by subjectively identifying inflection points as well as by development <br /> <br />of a more objective testing procedure. <br /> <br />One-way analysis of variance (ANOVA) was performed on each data set that was <br /> <br />used to define a mean "wetted perimeter curve. <br /> <br />Where statistical significance <br /> <br />was found, a multiple mean comparison, Fisher's least significant difference <br /> <br />(LSD) (Snedecor and Cochran 1971), was used to identify statis tically signifi- <br /> <br />cant reductions in wetted perimet~t from predefined reference flows. Reference <br /> <br />flows were (1) two times the AF, using Tennant's proposal that this is a maxi- <br /> <br />mum desired flow and (2) AF, again using Tennant's proposal that this is an <br /> <br />optimum flow. <br /> <br />A total of six wetted perimeter methods resulted from these <br /> <br /> <br />" <br /> <br />5 <br /> <br />. . <br />