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---------------------------------------------------------------------------- <br /> »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< <br /> UPSTREAM NODE ELEVATION(FEET) = 39.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 34 .00 <br /> CHANNEL LENGTH THRU SUBAREA(FEET) = 980.00 <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) = 2.800 <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. ) = 4.60 <br /> AVERAGE FLOW DEPTH(FEET) = 1.20 FLOOD WIDTH(FEET) = 4.80 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 3.55 TC(MIN.) = 15.00 <br /> SUBAREA AREA(ACRES) = 6.12 SUBAREA RUNOFF(CFS) = 15.15 <br /> EFFECTIVE AREA(ACRES) = 8.02 AVERAGED Fm(INCH/HR) _ .05 <br /> TOTAL AREA(ACRES) = 8.02 PEAK FLOW RATE(CFS) = 19.85 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 1.40 FLOOD WIDTH(FEET) = 5.58 <br /> FLOW VELOCITY(FEET/SEC. ) = 5.09 DEPTH*VELOCITY = 7.12 <br /> **************************************************************************** <br /> FLOW PROCESS FROM NODE 3.12 TO NODE 3.13 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) = 31.00 <br /> CHANNEL LENGTH THRU SUBAREA(FEET) = 690.00 <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) = 2.654 <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. ) = 5.09 <br /> AVERAGE FLOW DEPTH(FEET) = 1.53 FLOOD WIDTH(FEET) = 6.13 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 2.26 TC(MIN. ) = 17.26 <br /> SUBAREA AREA(ACRES) = 3.49 SUBAREA RUNOFF(CFS) = 8.18 <br /> EFFECTIVE AREA(ACRES) = 11.51 AVERAGED Fm(INCH/HR) _ .05 <br /> TOTAL AREA(ACRES) = 11.51 PEAK FLOW RATE(CFS) = 26.97 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 1.61 FLOOD WIDTH(FEET) = 6.44 <br /> FLOW VELOCITY(FEET/SEC. ) = 5.20 DEPTH*VELOCITY = 8.38 <br /> **************************************************************************** <br /> FLOW PROCESS FROM NODE 3. 13 TO NODE 3.05 IS CODE = 9 <br /> ---------------------------------------------------------------------------- <br /> >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< <br /> ---------------------------------------------------------------------------- <br /> ---------------------------------------------------------------------------- <br /> UPSTREAM NODE ELEVATION(FEET) = 31.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 30.00 <br /> CHANNEL LENGTH THRU SUBAREA(FEET) = 200.00 <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 />