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I r <br /> DI-..Ilir.id <br /> P li.-If)FF LIIfr/L t,v4 ,,FR (CH) 74.0 <br /> 1111r .,f ,-i ii•,I I.JIti,aI lfjlJ {min) 11.5 <br /> TitiE. tr F-F,0 im)r,) is <br /> PI'",V FLFlH I Iin R,^ [ rcfs) 10.5 <br /> Lm1rT HYDROGRAPH for MA)CWELL. 003-2 <br /> IJo. TItIF T/Tp 020p O <br /> min cfs <br /> 0 0.5 0.00 0.n0 0.A <br /> I to.0 1.00 I.Pa loft <br /> 2P.9 2.50 n.[s 2.8 <br /> 3 3n•0 3.00 9.96 5.5 <br /> 4 40.0 4.00 8.111 0.1 <br /> CHECk it = 1.01 <br /> LIrJIT HYDFF)CRi;pH (:UP)E DATA FILE.: B:M03-2LI,DAT <br /> EFFECTIVE RAINFALL for MAXWELL 003-2 <br /> 24hr P61HFAl_L - 3 <br /> CUMJF r I I It IIICN 74 <br /> rJo TIME ORDINAFE AI.CUr1 aC(IM1 It`ICR <br /> hr min P6I t4 Ft V(=-T FFI LCT <br /> Ir.chvs F.�IN FAIrJ <br /> ,. I 11f10 0.25 0.74 0.00 0.00 <br /> 2 11;29 0.27 0.N0 0.0Ff a.OH <br /> 3 I I t-<9 0.29 0.67 0.01 0.51 <br /> 4 11:40 0.95 1.04 0.03 0.n2 <br /> 0.49 1.45 0. 13 0. if) <br /> 6 12: 0 0.67 2.00 0.35 0.2i <br /> 7 12: 10 0.10 Z.Pa 0.39 0.04 <br /> H 1Z:20 0.72 7. 1 0.42 0.P3 <br /> v 12:?0 6.74 2.21 0.45 <br /> .� In 1"40 0.75 2.25 0.47 9.P2 <br /> it 0.76 2.2 0.49 5.n2 <br /> 12 1 t: N R•7p 2..ta <br /> 1 I 't 'A '�•n1 5.H2 <br />