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<br /> Arranged
<br /> Accum Incr, Incr, Rainfall
<br />Time Rainfall Rainfall Rain Intensny
<br />(min,) (inches) (inches) (inches) (in/hr)
<br />160 3,26 ,05 ,20 1.20
<br />170 3,31 ,05 ,45 2,70
<br />180 3.35 ,04 1.21 7,26
<br />190 3,38 ,03 ,45 2,70
<br />200 3.41 .03 ,19 1.14
<br />210 3,44 ,03 ,08 ,48
<br />220 3,47 ,03 ,06 ,36
<br />230 3,50 ,03 ,05 ,30
<br />240 3,53 ,03 ,05 ,30
<br />250 3,56 ,03 ,05 ,30
<br />260 3,59 ,03 ,05 ,30
<br />270 3,62 ,03 ,03 ,18
<br />280 3,64 ,02 ,03 ,18
<br />290 3,66 ,02 ,03 ,18
<br />300 3,68 ,02 ,03 ,18
<br />310 3,70 ,02 ,03 ,18
<br />320 3,72 ,02 ,02 ,12
<br />330 3,74 ,02 ,02 ,12
<br />340 3,76 ,02 ,02 ,12
<br />350 3,78 ,02 ,02 ,12
<br />360 3.80 .02 ,02 ,12
<br />
<br />3, A plot of the final storm arrangement is:
<br />
<br />.
<br />
<br />Colorado Flood
<br />Hydrology Manual
<br />
<br />7.8
<br />
<br />DRAFT
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