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NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .0500 SUBAREA AREA(ACRES) = 4 .55 SUBAREA RUNOFF(CFS) = 11.21 EFFECTIVE AREA(ACRES) = 7.38 AVERAGED Fm(INCH/HR) _ .03 TOTAL AREA(ACRES) = 7.38 PEAK FLOW RATE(CFS) = 18.28 TC(MIN. ) = 15.20 FLOW PROCESS FROM NODE 3.02 TO NODE 3.03 IS CODE = 9 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UPSTREAM NODE ELEVATION(FEET) = 38.00 DOWNSTREAM NODE ELEVATION(FEET) = 34.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 820.00 "V" GUTTER WIDTH(FEET) = .00 GUTTER HIKE(FEET) _ .001 PAVEMENT LIP(FEET) = .001 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .50000 MAXIMUM DEPTH(FEET) = 5.00 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2. 621 *USER SPECIFIED(SUBAREA) : NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .0500 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC. ) = 5.33 AVERAGE FLOW DEPTH(FEET) = 1.52 FLOOD WIDTH(FEET) = 6.05 "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 2.56 TC(MIN. ) = 17.77 SUBAREA AREA(ACRES) = 5.31 SUBAREA RUNOFF(CFS) = 12.29 EFFECTIVE AREA(ACRES) = 12.69 AVERAGED Fm(INCH/HR) _ .04 TOTAL AREA(ACRES) = 12.69 PEAK FLOW RATE(CFS) = 29.47 END OF SUBAREA "V" GUTTER HYDRAULICS: ®DEPTH(FEET) = 1. 63 FLOOD WIDTH(FEET) = 6.52 FLOW VELOCITY(FEET/SEC. ) = 5.54 DEPTH*VELOCITY = 9.05 **************************************************************************** FLOW PROCESS FROM NODE 3.03 TO NODE 3.04 IS CODE = 9 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UPSTREAM NODE ELEVATION(FEET) = 34 .00 DOWNSTREAM NODE ELEVATION(FEET) = 31.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 490.00 "V" GUTTER WIDTH(FEET) = .00 GUTTER HIKE(FEET) _ .001 PAVEMENT LIP(FEET) = .001 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .50000 MAXIMUM DEPTH(FEET) = 5.00 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.536 *USER SPECIFIED(SUBAREA) : NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = 0500 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC. ) = 6.21 AVERAGE FLOW DEPTH(FEET) = 1.61 FLOOD WIDTH(FEET) = 6.44 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.31 TC(MIN.) = 19.08 SUBAREA AREA(ACRES) = 2.48 SUBAREA RUNOFF(CFS) = 5.55 EFFECTIVE AREA(ACRES) = 15.17 AVERAGED Fm(INCH/HR) _ .04 TOTAL AREA(ACRES) = 15.17 PEAK FLOW RATE(CFS) = 34.05 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 1.65 FLOOD WIDTH(FEET) = 6.60 FLOW VELOCITY(FEET/SEC. ) = 6.25 DEPTH*VELOCITY = 10.33