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• _________________= STRUCTURE INPUT FOR JUNCTION N1 =__________________ <br />BRANCH NUMBER OF STRUCTURES <br />1 2 <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 />1 PRIOR J OR S TO STRUCTURE 2 0.09 0.09 0.34 <br />___________________ STRUCTURE DATA FOR JUNCTION lYl <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - 4 <br />• + x * * * * r * * * * * * * x * * * * + + * * <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />* * * * x * * x * * * * * * . * * * * * * x * <br /> *** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br />WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUMBER HR HR K-HRS X HYDRO <br />1 13.70 79.00 0.070 0.660 0.660 0.39 0.0 <br />2 18.50 79.00 0.150 0.170 0.170 0.34 2.0 <br />3 12.87 79.00 0.140 0.090 0.090 0.34 2.0 <br />9 8.26 79.00 0.070 0.000 0.000 0.00 0.0 <br /> * * * COMPUTED VALUES FOR I NDIVIDUAL WATERSHEDS * <br /> WATERSHED PEAK FLOW RUNOFF <br /> <br />_________ (CF <br />________ S) <br />_____ (INCHES) <br />___________ <br /> 1 6.26 0.41 <br /> 2 5.99 0.41 <br /> 3 4.17 0.41 <br /> 4 3.77 0.91 <br />*x*** SUMMARY TABLE FOR TOTAL WATERSHED ***** <br />_____________________________________________ <br />• <br />