Laserfiche WebLink
AVERAGE FLOW DEPTH(FEET) = 3.66 FLOOD WIDTH(FEET) = 14.64 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 1.35 TC(MIN.) = 19.86 <br /> SUBAREA AREA(ACRES) = 12. 95 SUBAREA RUNOFF(CFS) = 28.38 <br /> EFFECTIVE AREA(ACRES) = 112.53 AVERAGED Fm(INCH/HR) _ .07 <br /> TOTAL AREA(ACRES) = 119.47 PEAK FLOW RATE(CFS) = 244.93 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 3.70 FLOOD WIDTH(FEET) = 14 .80 <br /> FLOW VELOCITY(FEET/SEC. ) = 8.95 DEPTH*VELOCITY = 33.11 <br /> **************************************************************************** <br /> FLOW PROCESS FROM NODE 1.05 TO NODE 1.06 IS CODE = 9 <br /> ---------------------------------------------------------------------------- <br /> »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< <br /> UPSTREAM NODE ELEVATION(FEET) = 45.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 41.00 <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) = 2.388 <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. ) = 9.45 <br /> AVERAGE FLOW DEPTH(FEET) = 3.66 FLOOD WIDTH(FEET) = 14.64 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 1.50 TC(MIN. ) = 21.36 <br /> SUBAREA AREA(ACRES) = 7.95 SUBAREA RUNOFF(CFS) = 16.73 <br /> EFFECTIVE AREA(ACRES) = 120.48 AVERAGED Fm(INCH/HR) _ .07 <br /> ® TOTAL AREA(ACRES) = 127.42 PEAK FLOW RATE(CFS) = 251.84 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 3.66 FLOOD WIDTH(FEET) = 14 .64 <br /> FLOW VELOCITY(FEET/SEC. ) = 9.40 DEPTH*VELOCITY = 34.41 <br /> **************************************************************************** <br /> FLOW PROCESS FROM NODE 1.06 TO NODE 1.07 IS CODE = 9 <br /> ---------------------------------------------------------------------------- <br /> »»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< <br /> UPSTREAM NODE ELEVATION(FEET) = 41.00 <br /> DOWNSTREAM NODE ELEVATION(FEET) = 36.00 <br /> CHANNEL LENGTH THRU SUBAREA(FEET) = 860.00 <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) = 7.00 <br /> 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.298 <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. ) = 10.29 <br /> AVERAGE FLOW DEPTH(FEET) = 3.55 FLOOD WIDTH(FEET) = 14 .19 <br /> "V" GUTTER FLOW TRAVEL TIME(MIN. ) = 1.39 TC(MIN. ) = 22.76 <br /> SUBAREA AREA(ACRES) = 6.92 SUBAREA RUNOFF(CFS) = 14.00 <br /> EFFECTIVE AREA(ACRES) = 127.40 AVERAGED Fm(INCH/HR) _ .07 <br /> TOTAL AREA(ACRES) = 134.34 PEAK FLOW RATE(CFS) = 256.07 <br /> END OF SUBAREA "V" GUTTER HYDRAULICS: <br /> DEPTH(FEET) = 3.54 FLOOD WIDTH(FEET) = 14 .13 <br /> FLOW VELOCITY(FEET/SEC. ) = 10.26 DEPTH*VELOCITY = 36.25 <br />