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FLOW PROCESS FROM NODE 1.01 TO NODE 1.02 IS CODE = 3 <br /> ------------------------------------------------ <br /> >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< <br /> »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< <br /> ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.000 <br /> DEPTH OF FLOW IN 18.0 INCH PIPE IS 9.3 INCHES <br /> PIPE-FLOW VELOCITY(FEET/SEC. ) = 23.3 <br /> UPSTREAM NODE ELEVATION(FEET) = 140.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 60.00 <br /> FLOW LENGTH(FEET) = 480.00 MANNING'S N = .013 <br /> ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 <br /> PIPE-FLOW(CFS) = 21.47 <br /> TRAVEL TIME(MIN. ) _ .34 TC(MIN. ) = 15. 95 <br /> **************************************************************************** <br /> FLOW PROCESS FROM NODE 1.01 TO NODE 1.02 IS CODE = 8 <br /> ---------------------------------------------------------------------------- <br /> »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.739 <br /> *USER SPECIFIED(SUBAREA) : <br /> NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .0500 <br /> SUBAREA AREA(ACRES) = 7.87 SUBAREA RUNOFF(CFS) = 19.04 <br /> EFFECTIVE AREA(ACRES) = 16.67 AVERAGED Fm(INCH/HR) _ .05 <br /> TOTAL AREA(ACRES) = 16.67 <br /> PEAK FLOW RATE(CFS) = 40.34 <br /> TC(MIN. ) = 15.95 <br /> FLOW PROCESS FROM NODE 1.02 TO NODE 1.03 IS CODE = 9 <br /> ---------------------------------------------------------------------------- <br /> »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< <br /> UPSTREAM NODE ELEVATION(FEET) = 60.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 56.00 <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 /> PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .50000 <br /> MAXIMUM DEPTH(FEET) = 5.00 <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.599 <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. ) = 6.54 <br /> AVERAGE FLOW DEPTH(FEET) = 2.08 FLOOD WIDTH(FEET) = 8.32 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 2.17 TC(MIN. ) = 18.11 <br /> SUBAREA AREA(ACRES) = 14 .15 SUBAREA RUNOFF(CFS) = 32.46 <br /> EFFECTIVE AREA(ACRES) = 30.82 AVERAGED Fm(INCH/HR) _ .05 <br /> TOTAL AREA(ACRES) = 30.82 PEAK FLOW RATE(CFS) = 70. 69 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 2.28 FLOOD WIDTH (FEET) = 9.10 <br /> FLOW VELOCITY(FEET/SEC.) = 6.83 DEPTH*VELOCITY = 15.55 <br /> **************************************************************************** <br /> FLOW PROCESS FROM NODE 1.02 TO NODE 1.03 IS CODE = 8 <br /> ------------------------------------------------------------ <br /> e>>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<«< <br />