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~J <br />CHANNEL STABILITY <br />APPROVED EXISTING <br />+ o <br />• <br />• <br />Z <br />W <br />U <br />0: <br />a <br />a lE <br />0 <br />J <br />N <br />J <br />w <br />z <br />z <br />x <br />u <br />i <br /> 04 <br /> O1 <br /> 5 <br />0 <br /> 0 0 0 0 <br />+ * D UZ <br /> 0 0 <br />+ 0 <br />0+ + 3 <br /> <br /> ~ 4 <br />+ <br />+ <br />1 0 0 + 4 <br />~ <br />04 {+ <br /> 0 0 + <br /> 0 • + 0+0 <br /> 0 0 O+ 0 <br /> 0 * 0 0 <br />5 0 + o <br /> i <br /> <br /> 0 <br />2 <br />n <br />1E1 2 3 4 5 6 7 8 91E2 2 3 4 5 6 7 9 9IE3 <br />aRAINACE AREA CACRES) <br />lE <br />Figure 2.9. Channel slope versus drainage area far approved and <br />existing stream channels. <br />24 <br />