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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 /> 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 /> -------------------------------------------------------------------------- <br />