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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 />**************************************************************************** <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, Fmn#INCH/HR) = ~:-6500 <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 />**************************************************************************** <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 />