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~J <br />STRUCTURE INPUT FOR JUNCTION it =__________________ <br />BRANCH NUMBER OF STRUCTURES <br />1 1 <br />• <br /> <br />_______________ BETWEEN STRUCTURE ROUTING PARAMETERS =____________ <br />BRANCH BETWEEN PARAMETERS <br />N0. 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 ~1 <br />QUESTION <br />N0. <br />1. NUMBER OF SUBWATERSHEDS - <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />2 <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 />-------- <br />1 -------- <br />9.88 ---------- <br />86.00 --------- <br />0.040 ----- <br />0.000 ------------- <br />0.070 ---------- <br />0.40 --------- <br />0.0 <br />2 15.87 86.00 0.080 0.000 0.000 0.00 0.0 <br />* * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * * <br />WATERSHED PEAK FLOW RUNOFF <br />(CFS) (INCHES) <br />--------------------------------- <br />1 7.49 0.70 <br />2 12.03 0.70 <br />***** SUMMARY TABLE FOR TOTAL WATERSHED ***** <br />--------------------------------------------- <br />STORM DURATION = 24.00 HOURS <br />PRECIPITATION DEPTH = 1.80 INCHES <br />RUNOFF VOLUME 1.5037 ACRE-FT <br />• <br />PEAK DISCHARGE 18.9919 CFS <br />AREA 25.7500 ACRES <br />