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---------------------------------------------------------------------------- <br />>>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< <br />UPSTREAM NODE ELEVATION(FEET) = 36.00 <br />DOWNSTREAM NODE ELEVATION(FEET) = 34.00 <br />CHANNEL LENGTH THRU SUBAREA(FEET) = 1000.00 <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) = 2.270 <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) = 2.84 FLOOD WIDTH(FEET) = 11.36 <br />"V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.21 TC(MIN.) = 23.20 <br />SUBAREA AREA(ACRES) = 12.95 SUBAREA RUNOFF(CFS) = 25.87 <br />EFFECTIVE AREA(ACRES) = 45.43 AVERAGED Fm(INCH/HR) _ .05 <br />TOTAL AREA(ACRES) = 45.43 PEAK FLOW RATE(CFS) = 90.75 <br />END OF SUBAREA "V" GUTTER HYDRAULICS: <br />DEPTH(FEET) = 2.92 FLOOD WIDTH(FEET) = 11.68 <br />FLOW VELOCITY(FEET/SEC.) = 5.33 DEPTH*VELOCITY = 15.55 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 2.14 TO NODE 2.05 IS CODE = 9 <br />---------------------------------------------------------------------------- <br />>>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< <br />UPSTREAM NODE ELEVATION(FEET) = 34.00 <br />DOWNSTREAM NODE ELEVATION(FEET) = 30.00 <br />CHANNEL LENGTH THRU SUBAREA(FEET) = 900.00 <br />'IV" 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) = 2.133 <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.) = 7.10 <br />AVERAGE FLOW DEPTH(FEET) = 2.53 FLOOD WIDTH(FEET) = 10.11 <br />"V°' 'GUTTER FLOW TRAVEL TIME (MIN:') = 2.11' TC ('MIN. ) = 25.32 <br />SUBAREA AREA(ACRES) = .00 SUBAREA RUNOFF(CFS) = .02 <br />EFFECTIVE AREA(ACRES) = 45.44 AVERAGED Fm(INCH/HR) _ .05 <br />TOTAL AREA(ACRES) = 45.44 PEAK FLOW RATE(CFS) = 90.75 <br />END OF SUBAREA "V" GUTTER HYDRAULICS: <br />DEPTH(FEET) = 2.53 FLOOD WIDTH(FEET) = 10.11 <br />FLOW VELOCITY(FEET/SEC.) = 7.10 DEPTH*VELOCITY = 17.96 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 2.14 TO NODE 2.05 IS CODE = 1 <br />---------------------------------------------------------------------------- <br />>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< <br />>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< <br />TOTAL NUMBER OF STREAMS = 2 <br />CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: <br />TIME OF CONCENTRATION(MIN.) = 25.32 <br />RAINFALL INTENSITY(INCH/HR) = 2.13 <br />AVERAGED Fm(INCH/HR) = .05 <br />