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+ COM7 68. 12.42 17. 6. <br />'. • 4. .54 <br />i HYDROGRAPH AT <br /> + BAS P 6. 12.00 1. 0. <br /> 0. .O1 <br /> ROUTED TO <br /> + R-17 6. 12.03 1. 0. <br />~ 0. .O1 <br /> 2 COMBINED AT <br /> + COMB 68. 12.42 17. 6. <br /> 9. .55 <br /> ROUTED TO <br />~ + R-18 68. 12.93 17. 6. <br /> 9. .55 <br /> HYDROGRAPH AT <br /> + BAS R 13. 12.02 1. 0. <br /> 0. .02 <br /> 2 COMBINED AT <br /> + CH-18 70. 12.43 19. 6. <br />' 9. .57 <br /> 2 COMBINED AT <br />• + E-W 152. 12.37 37. 12. <br /> 9. 1.23 <br /> 1 <br /> SUMMARY OF KINEMATI C WAVE - <br /> MUSKINGUM-GUNGE ROUTING ~, <br /> (FLOW IS DIRECT RUNOFF WITHOUT <br /> BASE FLOW) <br /> INTERPOLATED TO <br /> COMPUTATION INTERVAL <br /> ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT <br /> PEAK TIME TO VOLUME <br /> PEAK <br /> PEAK <br /> (MIN) (CFS) (MIN) (IN) (MIN) <br /> (CFS) (MIN) (IN) <br /> 2@1 MANE 1.00 5.01 725.00 .30 1.00 <br /> 5.01 725.00 .30 <br /> CONTINUITY SUMMARY (AC-FT) - INFLOW= .9025E+00 EXCESS= .0000E +00 OUTFLOW= <br /> .9025E+00 BASIN STORAGE= .10 77E-03 PERCENT ERROR= .0 <br />• 1-2@3 MANE 1.00 21.79 732.00 .30 1.00 <br /> 21.79 732.00 .30 <br />