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NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) _ .0500 IsSUBAREA 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" TCjMIN ) = 1'7".7 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) = 2'"9:41 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) = 4919.00 "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 40 ...... ***** * ....... ****** * ..... **** * ... ** 1** ................................. ******i.************************* * * * ...... ***** * * * * * * *