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^D EIMIA IPA, M4 <br /> 1 ><t«t <br /> FLOOD HYDROGRAPH PACKASE SEC-f !IBM XT 51LIV VERSIONi -FEB 1,1985 <br /> J.S. ARMY CORPS OF ENGINEERS, THE HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 <br /> T,�tS ��v vtRaluN ,=.T+,�. •__ ., " _ _ONOM._., AND THE 'dtiMBtR ur _+':: ZEE gPDUr'ED ,! <br /> f 4ET-. :NPUT PAGE 1 <br /> LINEID.......1.......2....... 4............... .......9.......9......IO <br /> SDI AGR <br /> 1 ID PROPOSED uCND VOL'1ME = 2.:4 AF <br /> 1D EA ?CND Rol <br /> TINa - .,1'_i42- Sr:iiNd'j;';u I.W D::IeL <br /> iJ <br /> 5 <br /> 6 INFLOW INFLOW TO EAST POND <br /> 7 :A "".'o, <br /> 8 PB 2.Z;w <br /> 9 'Pi 4 4 ::` 17 19 18 11 7 4 2 <br /> 11 �5 0 <br /> 12 UD i}. <br /> 1: ,", -:,`SDI ;-ST POND RIUTI?du <br /> 14 KO 2 <br /> 15 RS <br /> 16 SA .154q 254: .2647 <br /> 17 SE 0-17.17 93 99 <br /> fB :S 3 ..� 1.5 <br /> 19 SL 0i .. <br /> i13 Li <br /> i <br /> SCHEMATIC DIAGRAM OF STREAM NETWORK <br /> INPUT <br /> LINE !V) ROUTING {---)) DIVERSION OR PUMP FLOW <br /> NO. CONNECTOR t<---1 RETURN OF DIVERTED OR 'PUMPED FLOW <br /> 6 INFLOW <br /> V <br /> V <br /> 0 POND <br /> t��f! RUNOFF ALSO COMPUTED AT THIS LOCATION <br /> 1 }bra <br /> i <br /> F!0011, ;i DROGRAPH PACKAGE HEC-I ,:S"! ,,, sl.y: iERSiONf -FED+ 1,1985 <br /> U.S. ARMY CORPS OF ENGINES S, THE `'DRIT OGIC ENGINEERIN3 CENTER, 609 SECOND STREET, DAVIS, CA. 95616 <br /> PROPOSED POND VOLUME = L..24 AF <br />