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TOTAL AREA(ACRES) = 24.65 PEAK FLOW RATE(CFS) = 57.37 <br />END OF SUBAREA "V" GUTTER HYDRAULICS: <br />DEPTH(FEET) = 2.02 FLOOD WIDTH(FEET) = 8.08 <br />FLOW VELOCITY(FEET/SEC.) = 7.02 DEPTH*VELOCITY = 14.21 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 1.22 TO NODE 1.23 IS CODE = 9 <br />---------------------------------------------------------------------------- <br />>>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< <br />UPSTREAM NODE ELEVATION(FEET) = 38.00 <br />DOWNSTREAM NODE ELEVATION(FEET) = 34.00 <br />CHANNEL LENGTH THRU SUBAREA(FEET) = 720.00 <br />"V" GUTTER WIDTH(FEET) _ .00 GUTTER HIKE(FEET) _ .001 <br />PAVEMENT LIP(FEET) _ .001 MANNING'S N = .0150 <br />PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .50000 <br />MAXIMUM DEPTH(FEET) = 5.00 <br />1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.531 <br />*USER SPECIFIED(SUBAREA): <br />NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) _ .0500 <br />TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 7.35 <br />AVERAGE FLOW DEPTH(FEET) = 2.20 FLOOD WIDTH(FEET) = 8.79 <br />"V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.63 TC(MIN.) = 19.17 <br />SUBAREA AREA(ACRES) = 12.19 SUBAREA RUNOFF(CFS) = 27.21 <br />EFFECTIVE AREA(ACRES) = 36.84 AVERAGED Fm(INCH/HR) _ .05 <br />TOTAL AREA(ACRES) = 36.84 PEAK FLOW RATE(CFS) = 82.25 <br />END OF SUBAREA "V" GUTTER HYDRAULICS: <br />DEPTH(FEET) = 2.34 FLOOD WIDTH(FEET) = 9.33 <br />FLOW VELOCITY(FEET/SEC.) = 7.55 DEPTH*VELOCITY = 17.64 <br />*************************************************************************** <br />FLOW PROCESS FROM NODE 1.23 TO NODE 1.09 IS CODE = 9 <br />---------------------------------------------------------------------------- <br />»» >COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< <br />UPSTREAM NODE ELEVATION(FEET) = 34.00 <br />DOWNSTREAM NODE ELEVATION(FEET) = 30.00 <br />CHANNEL LENGTH THRU SUBAREA(FEET) = 850.00 <br />"V" GUTTER WIDTH(FEET) _ .00 GUTTER HIKE(FEET) _ .001 <br />PAVEMENT LIP(FEET) _ .001 MANNING'S N = .0150 <br />PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .50000 <br />MAXIMUM DEPTH(FEET) = 5.00 <br />1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.407 <br />*USER SPECIFIED(SUBAREA): <br />NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) _ .0500 <br />TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 7.42 <br />AVERAGE FLOW DEPTH(FEET) = 2.53 FLOOD WIDTH(FEET) = 10.11 <br />"V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.91 TC(MIN.) = 21.08 <br />SUBAREA AREA(ACRES) = 11.92 SUBAREA RUNOFF(CFS) = 25.29 <br />EFFECTIVE AREA(ACRES) = 48.76 AVERAGED Fm(INCH/HR) _ .05 <br />TOTAL AREA(ACRES) = 48.76 PEAK FLOW RATE(CFS) = 103.44 <br />END OF SUBAREA "V" GUTTER HYDRAULICS: <br />DEPTH(FEET) = 2.63 FLOOD WIDTH(FEET) = 10.50 <br />FLOW VELOCITY(FEET/SEC.) = 7.50 DEPTH*VELOCITY = 19.71 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 1.23 TO NODE 1.09 IS CODE = 1 <br />