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DOWNSTREAM ELEVATION(FEET) = 55.00 <br /> ®ELEVATION DIFFERENCE(FEET) = 110.00 <br /> TC(MIN. ) = .706* [ ( 800.00** 3.00) /( 110.00) ]** .20 = 15.219 <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.786 <br /> *USER SPECIFIED(SUBAREA) : <br /> NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) _ .0500 <br /> SUBAREA RUNOFF(CFS) = 13.17 <br /> TOTAL AREA(ACRES) = 5.35 PEAK FLOW RATE(CFS) = 13.17 <br /> **************************************************************************** <br /> FLOW PROCESS FROM NODE 1.11 TO NODE 1.12 IS CODE = 9 <br /> ---------------------------------------------------------------------------- <br /> »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< <br /> UPSTREAM NODE ELEVATION(FEET) = 55.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 52.00 <br /> CHANNEL LENGTH THRU SUBAREA(FEET) = 500.00 <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) = 2.695 <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. 94 <br /> AVERAGE FLOW DEPTH(FEET) = 1.53 FLOOD WIDTH(FEET) = 6.13 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 1.40 TC(MIN. ) = 16. 62 <br /> SUBAREA AREA(ACRES) = 12.36 SUBAREA RUNOFF(CFS) = 29.42 <br /> EFFECTIVE AREA(ACRES) = 17.71 AVERAGED Fm(INCH/HR) _ .05 <br /> ®TOTAL AREA(ACRES) = 17.71 PEAK FLOW RATE(CFS) = 42.16 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 1.79 FLOOD WIDTH(FEET) = 7.15 <br /> FLOW VELOCITY(FEET/SEC. ) = 6. 60 DEPTH*VELOCITY = 11.81 <br /> **************************************************************************** <br /> FLOW PROCESS FROM NODE 1.12 TO NODE 1.12 IS CODE = 8 <br /> ---------------------------------------------------------------------------- <br /> »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.695 <br /> *USER SPECIFIED(SUBAREA) : <br /> NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .0500 <br /> SUBAREA AREA(ACRES) = 16.01 SUBAREA RUNOFF(CFS) = 38.11 <br /> EFFECTIVE AREA(ACRES) = 33.72 AVERAGED Fm(INCH/HR) _ .05 <br /> TOTAL AREA(ACRES) = 33.72 <br /> PEAK FLOW RATE(CFS) = 80.27 <br /> TC(MIN. ) = 16.62 <br /> **************************************************************************** <br /> FLOW PROCESS FROM NODE 1.12 TO NODE 1.04 IS CODE = 9 <br /> ---------------------------------------------------------------------------- <br /> »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< <br /> UPSTREAM NODE ELEVATION(FEET) = 52.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 48.00 <br /> CHANNEL LENGTH THRU SUBAREA(FEET) = 850.00 <br /> ®"V" GUTTER WIDTH(FEET) _ .00 GUTTER HIKE(FEET) _ .001 <br /> PAVEMENT LIP(FEET) = .001 MANNING'S N = .0150 <br />