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DOWNSTREAM ELEVATION(FEET) = 55.00 <br />ELEVATION DIFFERENCE(FEET) = 110.00 <br />TC(MIN.) = .706*[( 800.00** 3.00)/( 110.00)]** .20 = 15.219 <br />1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.786 <br />*USER SPECIFIED(SUBAREA): <br />NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) _ .0500 <br />SUBAREA RUNOFF(CFS) = 13.17 <br />TOTAL AREA(ACRES) = 5.35 PEAK FLOW RATE(CFS) = 13.17 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 1.11 TO NODE 1.12 IS CODE = 9 <br />---------------------------------------------------------------------------- <br />>>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< <br />UPSTREAM NODE ELEVATION(FEET) = 55.00 <br />DOWNSTREAM NODE ELEVATION(FEET) = 52.00 <br />CHANNEL LENGTH THRU SUBAREA(FEET) = 500.00 <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) = 2.695 <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.) = 5.94 <br />AVERAGE FLOW DEPTH(FEET) = 1.53 FLOOD WIDTH(FEET) = 6.13 <br />"V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.40 TC(MIN.) = 16.62 <br />SUBAREA AREA(ACRES) = 12.36 SUBAREA RUNOFF(CFS) = 29.42 <br />EFFECTIVE AREA(ACRES) = 17.71 AVERAGED Fm(INCH/HR) _ .05 <br />TOTAL AREA(ACRES) = 17.71 PEAK FLOW RATE(CFS) = 42_16 <br />END OF SUBAREA "V" GUTTER HYDRAULICS: <br />DEPTH(FEET) = 1.79 FLOOD WIDTH(FEET) = 7.15 <br />FLOW VELOCITY(FEET/SEC.) = 6.60 DEPTH*VELOCITY = 11.81 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 1.12 TO NODE 1.12 IS CODE = 8 <br />---------------------------------------------------------------------------- <br />>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< <br />1000 YEAR RAINFALL INTENSITY(INCH/HR) 2.695 <br />*USER SPECIFIED(SUBAREA): <br />NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .0500 <br />SUBAREA AREA(ACRES) = 16.01 SUBAREA RUNOFF(CFS) = 38.11 <br />EFFECTIVE AREA(ACRES) = 33.72 AVERAGED Fm(INCH/HR) _ .05 <br />TOTAL AREA(ACRES) = 33.72 <br />PEAK FLOW RATE(CFS) = 80.27 <br />TC(MIN.) = 16.62 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 1.12 TO NODE 1.04 IS CODE = 9 <br />---------------------------------------------------------------------------- <br />>>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< <br />UPSTREAM NODE ELEVATION(FEET) = 52.00 <br />DOWNSTREAM NODE ELEVATION(FEET) = 48.00 <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 />