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<br />Cave Creek below Cave Buttes Dam-Continued <br /> <br />~ <br /> <br /> 9 <br /> 4 4' <br /> 8 <br />f- JANUARY 9, 1995 <br />w <br />w <br />LL 7 NOVEMBER 2, 1995 <br />~ <br />Z <br />0 <br />>= <br /><( 6 <br />> <br />w <br />--' <br />w <br /> 5 SECTION 4 <br /> 4 <br /> 10 20 30 40 50 60 <br /> <br />!!! <br />, <br /> <br /> <br />, <br />I <br /> <br />-1 <br /> <br />2 <br /> <br />1 <br /> <br />3 <br />T <br /> <br />1 <br /> <br />4 <br />T <br />1 <br /> <br />5 <br /> <br />I <br /> <br />6 <br /> <br />I <br /> <br />7 <br /> <br />I <br /> <br />8 <br /> <br />T <br />1 <br />8' <br /> <br />I <br />I <br />I <br />I <br />I <br />r <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />J <br /> <br />I <br />~ <br />I <br /> <br />STATIONING FROM LEFT BANK, IN FEET <br /> <br />Figure 8A. Cross-section 4, Cave Creek below Cave Buttes Dam. <br /> <br />l' <br /> <br />2' <br /> <br />3' <br /> <br />4' <br /> <br />5' <br /> <br />6' <br /> <br />7' <br /> <br />Figure 88. Plan view, Cave Creek below Cave Buttes Dam. <br /> <br />0.030 <br /> <br /> <br />s: <br />f- <br />Z <br />W <br />U <br />u: 0.025 <br />LL <br />w <br />o <br />o <br />(f) <br />(f) <br />w <br />Z <br />I <br />CJ <br />:0 <br />o <br />CI: <br />(f) <br />" <br />z <br />Z <br />z <br /><( <br />:2 <br /> <br />SUBCRITtCAL <br />. . <br /> <br />I <br />~ <br />I <br />I <br /> <br />I <br /> <br />. <br /> <br />0.020 <br /> <br />SUPERCRITICAL <br />o 0 <br /> <br />. <br /> <br />0.015 <br /> <br />0.010 <br />0.6 <br /> <br />0.8 <br /> <br /> <br />1.2 <br /> <br />1.4 <br /> <br />1.6 <br /> <br />1.8 <br /> <br />2 <br /> <br />2.2 <br /> <br />HYDRAULIC RADIUS, IN FEET <br /> <br />Figure 8G. Manning's n and hydraulic radius, Cave Creek below Cave Buttes Dam. <br /> <br />32 Verification of Roughness Coefficients for Selected Natural and Constructed Stream Channels in Arizona <br />