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4.0 • <br /> 3.5 <br /> 3.0 • <br /> • <br /> w • <br /> w <br /> 2.5 i. <br /> o • <br /> — • c• <br /> vl <br /> 2.0 or <br /> • •• • <br /> 1.5 . x ti <br /> • <br /> s ,... • <br /> •a w • • <br /> • <br /> 1.0 AOli• �L I y • ---j <br /> 0.001 0.050 0.100 0.150 0.200 0.250 <br /> Slope(1=t/It) <br /> Figure 1. Relation of sinuosity to slope for natural rivers <br /> 98.50 r <br /> t.0 �, , , .5.5 5.D 4.0 1,r 3.0 <br /> x <br /> ,,. 7.0 r ` <br /> v . . <br /> 97.87 .. P <br /> c _ 65 _ <br /> 0 <br /> •`mss - -z's3;`" <br /> ua 97.25 <br /> rte;: <br /> CD <br /> O <br /> 96.62 <br /> 96.00 — <br /> 11.0 <br /> 22.0 33.0 <br /> 44.0 <br /> Channel Width - Feet (ISOVEL DATA in Feet/Second.) <br /> Figure 2. Velocity isovels for a "C3"stream type reach showing variations in velocity <br /> distribution (Rosgen, 1996,pg 6-42). <br /> 3 <br />