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I <br /> Upstream:Run on Event Summary <br /> I Event Peak Q (cfs) Peak T (hrs) Hyd Vol (acft) Area (ac) Method <br /> 2 yr 24 hr 0.0835 8.00 0.0292 0.264 SBUH <br /> 10 year 0.1437 8.00 0.051 0.264 SBUH <br /> I100 year ) 0.1853 8.00 0.0664 J 0.264 ( SBUH <br /> All results based on storm duration of 24.0 hours. This is ok if all precipitations are <br /> I appropriate for the storm duration. If some design event precipitations are for different <br /> duration storms, those results are incorrect <br /> IRecord Id: Upstream Runon <br /> Design Method SBUH Rainfall type TYPE1A.RAC <br /> IHyd Intv 10.00 min Peaking Factor 484.00 <br /> Storm Duration 24.00 hrs Abstraction Coeff 0.20 <br /> IPervious Area 0.00 ac DCIA 0.264 ac <br /> Pervious CN 0.00 DC CN 98.00 <br /> IPervious TC ( 10.00 min 1DC TC I 10.00 min <br /> Pervious TC Calc <br /> I Type Description Length Slope Coeff Misc TT <br /> Sheet I 0.00 ft 1 0.0% I 10.0 ( 0.00 in 10.00 min <br /> Pervious TC I 10.00 min <br /> DCI- CN Calc <br /> I Description SubArea Sub cn <br /> 0.264 ac 98.00 <br /> DC Composited CN(AMC 2) I 98.00 <br /> IDCI-TC Calc <br /> I Type Description Length Slope Coeff Misc TT <br /> Sheet ( 0.00 ft 0.0% ( 10.0 I0.00 in 10.00 min <br /> Pervious TC I 10.00 min <br /> 111 <br /> 111 <br /> Licensed to: Engenious Systems, Inc. <br />