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<br />0.15 <br /> <br />0.13 <br /> <br />>- <br />z <br />'" <br />~ 0.11 <br />w <br />w <br />o <br />u <br />'" <br />'" <br />w <br />Z <br />o 0.09 <br />=> <br />o <br />'" <br />'" <br />'" <br />z <br />z <br />:i 0.07 <br />'" <br /> <br />0.05 <br /> <br />0.03 <br />o <br /> <br /> <br /> <br />\ Lake Creek (Site 10) <br />\ <br />\ , <br />\ \ <br /> <br />\ \ Hermosa Creek (Site 9 ) <br />\ \ <br />\, \ <br />"-... . "'-.. " <br />~ ", <br />. ..... <br />-------. <br /> <br />-------.. <br />Rio Grande ISite 1;)--.______ <br /> <br /> <br />2 <br /> <br />3 <br /> <br />4 <br /> <br />5 <br /> <br />HYDRAULIC RADIUS, IN FEET <br /> <br />Figure 10.--Relation between Manning's roughness <br />coefficient and hydraulic radius. <br /> <br />32 <br /> <br />6 <br />