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. , <br /> i <br /> ' � Untitled <br /> ENTER OPTION: • <br /> 10 <br /> R/D FACILITY DESIGN ROUTINE <br /> SPECIFY TYPE OF R/D FACILITY: <br /> 1 - POND 4 - INFILTRATION POND <br /> 2 _ T� 5 - INFILTRATION TANK <br /> 3 - VAULT 6 - GRAVEL TRENCH/BED <br /> 1 - <br /> ENTER: POND SIDE SLOPE (HORIZ. COMPONENT) . <br /> 3 <br /> ENTER: EFFECTIVE STORAGE DEPTH (ft) SEFORE OVERFLOW <br /> 2 • <br /> £NTER [d: ] [path] filename[ .ext] OF PRIMARY DESIGN INFLOW HYDROGRAPH: � <br /> ever2 <br /> PRIMARY DESIGN INFLOW PEAK = .22 CFS <br /> ENTER PRIMARY DESIGN RELEASE RATE (cfs) : <br /> .11 <br /> ENTER NUMBER OF INFLOW HYDROGRAPHS TO BE TESTED FOR PERFORMANCE (5 biAX <br /> IM[JM) : <br /> 1 <br /> ENTER [d: ] [pathJfilename [ .ext] OF HYDROGRAPH 1: <br /> ever2 <br /> ENTER TARGET RELEASE RATE (cfs) : <br /> .11 <br /> ENTER: NUMBER OF ORIFICES, RISER-HEAD1ft) , RISER-DIAMETER(in) <br /> i, 2, 12 <br /> RISER OVERFLOW DEPTH FOR PRIMARY PEAK INFLOW = .08 FT <br /> SPECIFY ITERATION DISPLAY: Y - YES, N - NO <br /> Y . , <br /> SPECIFY: R - REVIEW/REVISE INPUT, C - CONTINUE <br /> c <br /> INITIAL?STORAGE VAI,UE FOR ITERATION PURPOSES: 801 CU-FT <br /> SINGLE ORIFICE RESTRICTOR: DIA= 1. 69" <br /> Page 1 <br />