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<br /> Table 2. Hydraulic properties and channel geometry of streams as a <br /> function of channel curvature. <br /> Number of Standard Minimwn Maximum <br />Variable values Median Mean deviation value value <br /> STRAIGHT <br />Maximum depth, d (ft) 98 11. 7 7.73 1.40 43.8 <br /> m <br />Maximum velocity, V 96 4.73 3.40 1.07 16.7 <br /> (ft/s). m <br />d Id 98 1.53 1.61 0.423 0.198 3.54 <br />m a <br />V IV 96 1.50 1.60 0.452 1.06 3.51 <br />m a <br />Tld 98 13.4 18.1 11.1 3.09 62.9 <br /> m <br />Rid 97 0.975 0.967 0.104 0.164 1.20 <br /> a <br /> BEND <br />Maximum depth, d (ft) 44 16.5 11.8 1.80 48.0 <br /> m <br />Maximum velocity, V 43 4.87 3.46 1.01 15.9 <br /> (ft/s). m <br />d Id 44 1.65 1.69 0.226 1.34 2.38 <br />m a <br />V IV 43 1.46 1.53 0.286 1.15 2.47 <br />m a <br />T/d 44 9.67 12.0 6.77 6:25 32.4 <br /> m <br />Rid 43 0.956 0.950 0.049 0.737 1.04 <br /> a <br /> <br />BANKFULL ELEVA TION <br />\ <br /> <br />'" <br />, <br />" <br />, <br /> <br />'\\\,..... <br />", <br />", <br /> <br /> <br />TOP WIDTH (Tl <br /> <br /> <br />:z: <br />.... <br />ll. <br />.... <br />a <br />~E <br />;:''' <br />~- <br />i( <br /><( <br />~ <br /> <br />\1 <br /> <br />"":z: <br />'- <11(1- <br />, aJ l.UG. <br />Il] ~ly <br />" - <0 <br />, <br />-,- <br />, <br />/ <br />, <br />~~ ....' <br />"..o"..~.. -""" <br />~(""" ___/ \1" <br />We' ------- ,,<TEfl <br />'TED pE"'~. <br /> <br />AREA OF FLOW (A) <br /> <br />FIGURE 2. Cross-sec'ional sketch 01 typical channel. <br /> <br />16 <br />