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*FLOW PROCESS FROM NODE 1.07 TO NODE 1.08 IS CODE = 9 <br /> ---------------------------------------------------------------------------- <br /> >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< <br /> UPSTREAM NODE ELEVATION(FEET) = 36.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 33.00 <br /> CHANNEL LENGTH THRU SUBAREA(FEET) = 600.00 <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) = 7.00 <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.232 <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. ) = 9.77 <br /> AVERAGE FLOW DEPTH(FEET) = 3.70 FLOOD WIDTH(FEET) = 14.79 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.02 TC(MIN. ) = 23.78 <br /> SUBAREA AREA(ACRES) = 11.36 SUBAREA RUNOFF(CFS) = 22.31 <br /> EFFECTIVE AREA(ACRES) = 138.76 AVERAGED Fm(INCH/HR) _ .06 <br /> TOTAL AREA(ACRES) = 145.70 PEAK FLOW RATE(CFS) = 270.80 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 3.71 FLOOD WIDTH(FEET) = 14.84 <br /> FLOW VELOCITY(FEET/SEC. ) = 9.83 DEPTH*VELOCITY = 36.50 <br /> FLOW PROCESS FROM NODE 1.08 TO NODE 1.09 IS CODE = 9 <br /> ---------------------------------------------------------------------------- <br /> >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< <br /> UPSTREAM NODE ELEVATION(FEET) = 33.00 <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) = 7.00 <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.127 <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.) = 8.68 <br /> AVERAGE FLOW DEPTH(FEET) = 4 .03 FLOOD WIDTH(FEET) = 16.10 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 1.63 TC(MIN. ) = 25.41 <br /> SUBAREA AREA(ACRES) = 11.20 SUBAREA RUNOFF(CFS) = 20.93 <br /> EFFECTIVE AREA(ACRES) = 149.96 AVERAGED Fm(INCH/HR) _ .06 <br /> TOTAL AREA(ACRES) = 156.90 PEAK FLOW RATE(CFS) = 278.55 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 4 .01 FLOOD WIDTH(FEET) = 16.05 <br /> FLOW VELOCITY(FEET/SEC.) = 8.65 DEPTH*VELOCITY = 34.73 <br /> FLOW PROCESS FROM NODE 1.09 TO NODE 1.09 IS CODE = 8 <br /> ---------------------------------------------------------------------------- <br /> >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.127 <br /> SOIL CLASSIFICATION IS "C" <br /> NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .2500 <br />