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AVERAGE FLOW DEPTH(FEET) = 3.66 FLOOD WIDTH(FEET) = 14.64 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.35 TC(MIN.) = 19.86 SUBAREA AREA(ACRES) = 12.95 SUBAREA RUNOFF(CFS) = 28.38 EFFECTIVE AREA(ACRES) = 112.53 AVERAGED Fm(INCH/HR) _ .07 TOTAL AREA(ACRES) = 119.47 PEAK FLOW RATE(CFS) = 244.93 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 3.70 FLOOD WIDTH(FEET) = 14.80 FLOW VELOCITY(FEET/SEC.) = 8.95 DEPTH*VELOCITY = 33.11 **************************************************************************** FLOW PROCESS FROM NODE 1.05 TO NODE 1.06 IS CODE = 9 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM NODE ELEVATION(FEET) = 45.00 DOWNSTREAM NODE ELEVATION(FEET) = 41.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 850.00 "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) = 2.388 *USER SPECIFIED(SUBAREA): NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .0500 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET,SEC.") = -9.45 AVERAGE FLOW DEPTH(FEET) = 3.66 FLOOD WIDTH(FEET) = 14.64 "V" GUTTER 'FLOW TRAVEL TIME(MIN.) = 1.50 TC(MIN.) = 21.36 SUBAREA AREA(ACRES) = 7.95 SUBAREA RUNOFF 'MFS) = 'T`'rb:'T'3 EFFECTIVE AREA(ACRES) = 120.48 AVERAGED Fm(INCH/HR) _ .07 TOTAL AREA(ACRES) = 127.42 PEAK FLOW RATE(CFS-) _ _2,51...81 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 3.66 FLOOD WIDTH(FEET) = 14.64 FLOW VELOCITY(FEET/SEC.) = 9.40 DEPTH*VELOCITY = 34.41 **************************************************************************** FLOW PROCESS FROM NODE 1.06 TO NODE 1.07 IS CODE = 9 ---------------------------------------------------------------------------- »» >COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA«« < UPSTREAM NODE ELEVATION(FEET) = 41.00 DOWNSTREAM NODE ELEVATION(FEET) = 36.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 860.00 "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) = 7.00 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.298 *USER SPECIFIED(SUBAREA): NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .0500 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 10.29 AVERAGE FLOW DEPTH(FEET) = 3.55 FLOOD WIDTH(FEET) = 14.19 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.39 TC(MIN.) = 22.76 SUBAREA AREA(ACRES) = 6.92 SUBAREA RUNOFF(CFS) = 14.00 EFFECTIVE AREA(ACRES) = 127.40 AVERAGED Fm(INCH/HR) _ .07 TOTAL AREA(ACRES) = 134.34 PEAK FLOW RATE(CFS) = 256.07 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 3.54 FLOOD WIDTH(FEET) = 14.13 FLOW VELOCITY(FEET/SEC.) = 10.26 DEPTH*VELOCITY = 36.25