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• _________________= STRUCTURE INPUT FOR JUNCTION M1 = <br />BRANCH NUMBER OF STRUCTURES <br />1 1 <br />________________ BETWEEN STRUCTURE ROUTING PARAMETERS =____________ <br />BRANCH BETWEEN PARAMETERS <br />NO. 1 2 3 <br />TIME MUSK. K MUSK. X <br />1 PRIOR J OR S TO STRUCTURE 1 0.00 0.00 0.00 <br />STRUCTURE DATA FOR JUNCTION M1 <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - 3 <br />• <br />* * * * * * * * * * * * * * * * * * * * * * * <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />* * * * * * * * * * * * * * * * * * * * * * * <br /> *** HYDRAULIC INPUT VALUES FOR <br />WATER AREA CURVE TC TT <br />SHED ACRES NUMBER HR HR <br />1 9.88 86.00 0.040 0.000 <br />2 15.87 86.00 0.080 0.000 <br />3 26.73 86.00 0.080 0.000 <br />BWATERSHEDS *** <br />ROUTING COEFFICIENTS UNIT <br />K-HRS <br />------ X <br />- <br />------ HYDRO <br />--------- <br />------ <br />0.140 - <br />- <br />0.90 0.0 <br />0.070 0.40 0.0 <br />0.000 0.00 0.0 <br />* * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * * <br /> WATERSHED PEAK FLOW RUNOFF <br /> (CFS) (INCHES) <br /> 1 7.49 0.70 <br /> 2 12.03 0.70 <br /> 3 20.27 0.70 <br /> ***** SUMMARY TABLE <br />------------------- FOR TOTAL <br />----------- WATERSHED ***** <br />--------------- <br />• STORM DURATION j 24,00 HOURS <br /> PRECIPITATION DEPTH 1,80 INCHES <br /> RUNOFF VOLUME 3.0696 ACRE-FT <br />