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11700 2560 I S. , <br /> 11704 2570 I S, , <br /> 11708 2580 I S. <br /> 11712 2590 f S. <br /> 11716 2600 I S. <br /> 117202610 . . . . . . . . . . .I. . . . . . . . . . . . • . . . . . . . . . . . . . . .S. . . . . . . . . . . . . . . . . . . . . <br /> T24 2620 I a, <br /> 28 2630 _I , <br /> J1732 2640 .= I 3. <br /> 11736 2650 1 -. <br /> 11740 2660 I ... <br /> 11744 2670 I ,., <br /> 11748 2680 I 3. <br /> 117`2 -^6!0 I <br /> 118t,+ 2719 . . . , . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . . . . <br /> 113'.i4 2720 <br /> 1:808 27:Q I S <br /> 11812 2740 1 S <br /> 11316 2750 S <br /> 11820 2760 I S <br /> 11924 2770 f S <br /> 11829 2180 a . . . , . . • ., . , <br /> 11832 279Q I S <br /> 11936 2300 i S <br /> 118402610 , . . , . .I. , . . . , . , . . . • . . . . . . . . . . . . . . . . . . . . . S . . . . . . . . . . . . . . . . . . . . <br /> 11344 2520 1 3 <br /> 11848 2830 3 <br /> 11852 234S 3 , <br /> 11856 2850 1 s . <br /> 11900 2860 S <br /> 11964 2970 S <br /> ,12 2890 S <br /> 11916 2900 I 3 <br /> 119202910 . . . . . I . , . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . 3 . . . . . . . . . . . . . . . . . . . . <br /> 1 f 924 2920 I I I 3 . . <br /> ff926 293Q I .5 <br /> 119.2 2940 1 •a <br /> 11936 2950 f .S <br /> 11940 2960 J .3 <br /> 11944 2970 f S <br /> 11948 2990 I S <br /> 11952 2990 I •3 <br /> ,•.. <br /> 1 <br /> ;RUNOFF 3UMMARY <br /> --- FLOP! 114 CUBIC FEET PER SECOND <br /> TIME IN HOURS, AREN IN HARE MILES <br /> PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF <br /> OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE <br /> + 6-HOUR 24-HOUR 72-HOUR <br /> HYDROGRAPH AT <br /> + INFLOW 4. 12.,j'O .. 1. .67 <br /> ROUTED TO <br /> ��.;i1D 0. f.i.47 3. .0 <br /> f <br /> 97.49 19.33 <br /> +� NORMAL END OF HEC-1 $f <br />