Laserfiche WebLink
<br />Skunk Creek above Interstate 17-Continued <br /> <br /> <br />Figure 58, Plan view, Skunk Creek above Interstate 17, <br /> <br /> 0,055 <br />:s: <br />f- <br />z 0,050 <br />w <br />0 <br />u:: <br />LL <br />w 0.045 <br />0 <br />() <br /><f) <br /><f) <br />w 0,040 <br />z <br />I <br />Cl <br />::> <br />0 0,035 <br />a: <br /><f) <br />b <br />z <br />z 0,030 <br />z <br /><: <br />:;; <br /> 0,025 <br /> 0,6 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 5C. Manning's n and hydraulic radius, Skunk Creek above Interstate 17, <br /> <br />18 Verification of Roughness Coefficients for Selected Natural and Constructed Stream Channels in Arizona <br />