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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />800 <br /> <br />700 <br /> <br /> <br /> 600 <br /> 600 <br /> 500 .. <br /> ... <br /> u 500 <br />~ 400 ILl <br />.. <br />... CI <br />u a: <br /> <( 400 <br />ILl 500 :t: <br />CI 0 <br />a: Ul <br /><( <br />:t: 0 <br />0 200 <br />Ul 500 <br />0 <br /> 100 <br /> <br /> <br />TIME (hr.) <br /> <br />100 <br /> <br /> <br />1.0 <br /> <br />2.0 <br /> <br />3.0 4.0 <br /> <br />5.0 6.0 <br /> <br />7.0 <br /> <br />8.0 <br /> <br />9.0 10.0 <br /> <br />11.0 12.0 13.0 14.0 <br /> <br />15.0 <br /> <br /> <br /> <br /> <br />200 <br /> <br />1.0 <br /> <br />2.0 <br /> <br />5.0 <br /> <br />4.0 <br /> <br />5.0 <br /> <br />6.0 <br /> <br />7.0 <br /> <br />8.0 9.0 10.0 <br /> <br />11.0 12.0 <br /> <br />13.0 14.0 15.0 <br /> <br />TIME (hr.) <br /> <br />FIGURE 23 <br /> <br />FLOOD HYDROGRAPHS, <br />EXISTING CONDITIONS <br /> <br />SMITH CREEK AT CONFLUENCE WITH <br /> <br />LANG GULCH <br /> <br />FIGURE 24 <br /> <br />FLOOD HYDROGRAPHS. SMITH CREEK AT CONFLUENCE WITH LANG GULCH <br />DEVELOPED CONDITIONS <br /> <br />25 <br />