Laserfiche WebLink
__________________ STRUCTVRE INPUT FOR JUNCTION N1 =__________________ <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 it <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - 3 <br /> + r++ x x + x x+ x x x x x x x r++ r x x <br />• JUNCTION 1, BRANCH 1, STRUCTURE 1 <br /> x x x x x x + x x x x+ x x x x x+ x x x x+ <br /> *** HYDRAULIC INP UT VALUES FOR SUBWATERSHEDS *** <br /> WATER AREA CURVE TC TT ROUTING COEF FICIENTS UNIT <br /> SHED <br />_______ ACRES <br />____ <br />__ NUMBER <br />__ <br />___ HR HR <br />__ <br />_ K-HRS <br />_ X HYDRO <br /> _ <br />1 __ <br />13.70 __ <br />___ <br />79.00 _ <br />____ <br />_______ <br />0.070 0.000 ___________ <br />_ <br />0.000 _________ <br />0.00 _________ <br />0.0 <br /> 2 18.50 79.00 0.150 0.000 0.000 0.00 2.0 <br /> 3 12.87 79.00 0.140 0.000 0.000 0.00 2.0 <br />* * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * * <br /> WATERSHED PEAK FLOW RUNOFF <br /> <br />___________ (CFS) <br />___________ (INCHES) <br />___________ <br /> 1 6.26 0.41 <br /> 2 5.99 0.41 <br /> 3 4.17 0.41 <br /> ***** SUMMARY TABLE <br />___________________ FOR TOTAL <br />___________ WATERSHED ***** <br />_______________ <br /> STORM DURATION = 24.00 HOURS <br /> PRECIPITATION DEPTH = 1.80 INCHES <br />• RUNOFF VOLUME 1.5388 ACRE-FT <br />