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TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 3.76 <br />AVERAGE FLOW DEPTH(FEET) = 2.28 FLOOD WIDTH(FEET) = 9.10 <br />"V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.19 TC(MIN.) = 16.11 <br />SUBAREA AREA(ACRES) = 16.28 SUBAREA RUNOFF(CFS) = 39.24 <br />EFFECTIVE AREA(ACRES) = 23.24 AVERAGED Fm(INCH/HR) _ .05 <br />TOTAL AREA(ACRES) = 23.24 PEAK FLOW RATE(CFS) = 56.01 <br />END OF SUBAREA "V" GUTTER HYDRAULICS: <br />DEPTH(FEET) = 2.61 FLOOD WIDTH(FEET) = 10.43 <br />FLOW VELOCITY(FEET/SEC.) = 4.12 DEPTH*VELOCITY = 10.75 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 2.02 TO NODE 2.03 IS CODE = 9 <br />---------------------------------------------------------------------------- <br />»» >COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< <br />UPSTREAM NODE ELEVATION(FEET) = 39.00 <br />DOWNSTREAM NODE ELEVATION(FEET) = 37.00 <br />CHANNEL LENGTH THRU SUBAREA(FEET) = 1030.00 <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) = 2.514 <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.) = 5.20 <br />AVERAGE FLOW DEPTH(FEET) = 2.88 FLOOD WIDTH(FEET) = 11.52 <br />"V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.30 TC(MIN.) = 19.42 <br />SUBAREA AREA(ACRES) = 27.25 SUBAREA RUNOFF(CFS) = 60.44 <br />Amok EFFECTIVE AREA(ACRES) = 50.49 AVERAGED Fm�INCHYHR) 05 <br />TOTAL AREA(ACRES) = 50.49 PEAK FLOW RATE(CFS) = 111.99 <br />END OF SUBAREA "V" GUTTER HYDRAULICS: <br />DEPTH(FEET) = 3.19 FLOOD WIDTH(FEET) = 12.77 <br />FLOW VELOCITY(FEET/SEC.) = 5.49 DEPTH*VELOCITY = 17.55 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 2.03 TO NODE 2.04 IS CODE = 9 <br />---------------------------------------------------------------------------- <br />»»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA«« < <br />UPSTREAM NODE ELEVATION(FEET) = 37.00 <br />DOWNSTREAM NODE ELEVATION(FEET) = 35.00 <br />CHANNEL LENGTH THRU SUBAREA(FEET) = 1840.00 <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) = 2.095 <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.) = 4.73 <br />AVERAGE FLOW DEPTH(FEET) = 3.90 FLOOD WIDTH(FEET) = 15.58 <br />"V" GUTTER FLOW TRAVEL TIME(MIN.) = 6.48 TC(MIN.) = 25.90 <br />SUBAREA AREA(ACRES) = 34.17 SUBAREA RUNOFF(CFS) = 62.90 <br />EFFECTIVE AREA(ACRES) = 84.66 AVERAGED Fm(INCH/HR) _ .05 <br />TOTAL AREA(ACRES) = 84.66 PEAK FLOW RATE(CFS) = 155.83 <br />END OF SUBAREA "V" GUTTER HYDRAULICS: <br />DEPTH(FEET) = 4.01 FLOOD WIDTH(FEET) = 16.05 <br />40 FLOW VELOCITY(FEET/SEC.) = 4.84 DEPTH*VELOCITY = 19.43 <br />