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<br /> 800 1:- <br /> 700 <br /> T~ 1.8(1.I-C)VD <br /> -ifs- <br /> S. <br /> 600 (use Formulo For 80 <br /> Distonces in Excess <br /> of 800 Feet ) <br />a 500 <br />I- <br />UJ <br />UJ <br />"- <br />z 400 60 <br />UJ <br />u <br />z <br />~ 300 50 I- <br />Vl <br />0 (f) <br /> UJ <br /> I- <br /> 200 40 => <br /> z <br /> ::;: <br /> z <br /> 100 UJ <br /> ::;: <br /> I- <br /> 0 20 <br /> <br /> <br />10 <br /> <br />o <br /> <br />Fi~ure 4.2.4 -I SURFACE FLOW TIME CURVES <br />( From: Dep't. of Transportation, 1970) <br /> <br />~ <br /> <br />4.2---5 <br />