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<br />Agua Fria River below New Waddell Dam-Continued <br /> <br />L <br /> <br /> <br />4 <br /> <br />... <br />.- <br />I <br />I <br />I <br /> <br />T <br /> <br /> <br />.L <br />3' <br /> <br />4' <br /> <br />I <br />I <br />I <br />I <br />r <br />f <br /> <br />NONCONVEYING AREA <br /> <br />l' <br /> <br />Figure 68, Plan view, Agua Fria River below New Waddell Dam, <br /> <br />I <br />, <br />I <br /> <br />o <br />10 <br /> <br />100 <br />PARTICLE SIZE, IN MILLIMETERS <br /> <br />1,000 <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br />. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />60 <br /> <br /> <br />100 <br /> <br />a: <br />w <br />z <br />w: <br />w <br />" <br /><< <br />f- <br />Z <br />W <br />U <br />a: <br />w <br />0. <br />W <br />> <br />>= <br /><< <br />-' <br />::l <br />:;; <br />::l <br />U <br /> <br />80 <br /> <br />40 <br /> <br />20 <br /> <br />Figure 6C. Particle-size distribution for bed material, Agua Fria River below New <br />Waddell Dam, <br /> <br />24 <br /> <br />Verification of Roughness Coefficients for Selected Natural and Constructed Stream Channels in Arizona <br /> <br />I <br />I <br />