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<br />Indian Bend Wash above Curry Road-Continued <br /> <br />r <br /> <br /> 20 <br /> 3 3' <br />f- <br />w 15 <br />w <br />"- OCTOBER 6, 1993 <br />~ <br />Z <br />0 <br />>= <br /><l: <br />> <br />w 10 DECEMBER 26, 1994 <br />--' <br />w <br /> <br /> <br />!!' <br />I <br />P <br /> <br /> <br /> <br />I <br /> <br />SECTtON 3 <br /> <br />5 <br />-20 <br /> <br />o <br /> <br /> <br />20 <br /> <br />40 <br /> <br />60 <br /> <br />80 <br /> <br />100 <br /> <br />120 <br /> <br />140 <br /> <br />160 <br /> <br />180 <br /> <br />200 <br /> <br />I <br /> <br />STATIONING FROM LEFT BANK, IN FEET <br /> <br />Figure lOA. Cross-section 3, Indian Bend Wash above Curry Road. <br /> <br />- ~ <br /> 2 <br /> ~ 3 4 <br />~ <br />l' - <br /> <br />2 <br /> <br />3' <br /> <br />4' <br /> <br />Figure lOB. Plan view, Indian Bend Wash above Curry Road. <br /> <br />0.045 <br /> <br /> <br />:s <br />f- <br />z 0.040 <br />w <br />U <br />u: <br />"- . <br />w <br />0 0.035 <br />0 <br />r/J <br />r/J <br />w 0.030 <br />z <br />I <br />CJ <br />:0 <br />0 0.025 <br />CI: <br />r/J <br />" <br />Z <br />z 0.020 <br />z <br /><l: <br />:2 <br /> <br />. <br /> <br />0.015 <br />1 <br /> <br /> <br />1.5 <br /> <br />2 <br /> <br />2.5 <br /> <br />3 <br /> <br />3.5 <br /> <br />4 <br /> <br />4.5 <br /> <br />5 <br /> <br />5.5 <br /> <br />6 <br /> <br />HYDRAULIC RADIUS, IN FEET <br /> <br />Figure 10C. Manning's n and hydraulic radius, Indian Bend Wash above Curry <br />Road. <br /> <br />Indian Bend Wash above Curry Road 41 <br />