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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) _ <br />.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) <br />= .0500 <br />TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) <br />= 4.60 <br />AVERAGE FLOW DEPTH(FEET) = 1.20 FLOOD WIDTH(FEET) <br />= 4.80 <br />"V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.55 TC(MIN.) <br />= 15.00 <br />SUBAREA AREA(ACRES) = 6.12 SUBAREA RUNOFF(CFS) = <br />15.15 <br />EFFECTIVE AREA(ACRES) = 8.02 AVERAGED Fm(INCH/HR) <br />_ .05 <br />TOTAL AREA(ACRES) = 8.02 PEAK FLOW RATE(CFS) = <br />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 = <br />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) _ <br />.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) <br />= -0500 <br />TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) <br />= 5.09 <br />AVERAGE FLOW DEPTH(FEET) = 1.53 FLOOD WIDTH(FEET) <br />= 6.13 <br />"V" GUTTER FLOW TRAVEL TIME(MIN.) = 2.26 •TC(MIN.) <br />= 17.26 <br />SUBAREA AREA(ACRES) = 3.49 SUBAREA RUNOFF(CFS) = <br />8.18 <br />EFFECTIVE AREA(ACRES) = 11.51 AVERAGED Fm(INCH/HR) <br />_ .05 <br />TOTAL AREA(ACRES) = 11.51 PEAK FLOW RATE(CFS) = <br />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 = <br />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 />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) _ <br />.001 <br />PAVEMENT LIP(FEET) = .001 MANNING'S N = .0150 <br />PAVEMENT CROSSFALL(DECIMAL NOTATION) = .50000 <br />