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C:\KCSCS>HYD <br />KING COUNTY DEPARTMENT OP PUBLIC WORKS <br />Surface Water Management Division <br />HYDROGR;`PH PROGRAMS <br />Version 4.20 <br />1 - INFO ON THIS PaOGRAM <br />2 - SBUHYD <br />3 - ROUTE <br />4 - ROUTE2 <br />5 - ADDHYD <br />6 - BASEFLOW <br />7 - PLOTHYD <br />Q - $DFAC� <br />10 - RETURN TO DOS <br />ENTET! OPTION: <br />9 <br />R/D FACILITY DESIGN ROUTINE <br />SPECIFY TYPE OF R/D FACILITY: <br />1 - POND 4 - INFILTRATION POND <br />2 - TANK 5 - INFILTRATION TANK <br />3 - VAULT 6 - GRAVEL TRENCH/BED <br />4 <br />ENTER: POND SIDE SLOPE (HORIZ. COMPONEN ) <br />1.5 sA�E 2:i 7yP�ca L. vJ�gEfo.c�C-� <br />ENTER: EFFECTIVE STORAGE DEPTH(ft) BEFORE OVERFLOW <br />1 <br />ENTER: VERT-PERM(min/in), PERM -SURFACE (0 = SIDES ONLY, 1 = SIDES AND BOTTOM) <br />12,1 pti2 Solo TEST <br />ENTER [d:][path)filename[.ext) OF PRIMARY DESIGN INFLOW HYDROGRAPH: <br />10.DEV. <br />PRIMARY DESIGN INFLOW PEAK = .12 CFS <br />I <br />ENTER PRIMARY DESIGN RELEASE RATE(cfs): <br />.06 <br />ENTER NUMBER OF INFLOW HYDROGRAPHS :0 BE TESTED FOR PERFORMANCE (5 MAXIMUM): <br />3 <br />ENTER [d:][path)filename[.ext] OF HYDROGRAPH 1: <br />2.DEV <br />ENTER TARGET RELEASE P.ATE(cfs): <br />.02 <br />7/i� <br />