ARCHIVED REPORTS_2001_2 - Laserfiche WebLink

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* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * FLOW PROCESS FROM NODE-----1_23-TO NODE 1.09 IS CODE = 1 --------------------------------------------------------------- TOTAL AREA(ACRES) = 24.65 PEAK FLOW RATE(CFS) = 57.37 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 2.02 FLOOD WIDTH(FEET) = 8.08 FLOW VELOCITY(FEET/SEC.) = 7.02 DEPTH*VELOCITY = 14.21 **************************************************************************** FLOW PROCESS FROM NODE 1.22 TO NODE 1.23 IS CODE = 9 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA«« < UPSTREAM NODE ELEVATION(FEET) = 38.00 DOWNSTREAM NODE ELEVATION(FEET) = 34.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 720.00 "V" GUTTER WIDTH(FEET) = .00 GUTTER HIKE(FEET) _ .001 PAVEMENT LIP(FEET) = .001 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .50000 MAXIMUM DEPTH(FEET) = 5.00 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.531 *USER SPECIFIED(SUBAREA): NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .0500 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 7.35 AVERAGE FLOW DEPTH(FEET) = 2.20 FLOOD WIDTH(FEET) = 8.79 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.63 TC(MIN.) = 19.17 SUBAREA AREA(ACRES) = 12.19 SUBAREA RUNOFF(CFS) = 27.21 EFFECTIVE AREA(ACRES) = 36.84 AVERAGED Fm(INCH/HR) _ .05 TOTAL AREA(ACRES) = 36.84 PEAK FLOW RATE(CFS) = 82.25 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 2.34 'FLOOD WIDTH(FEET) = 9.33 FLOW VELOCITY(FEET/SEC.) = 7.55 DEPTH*VELOCITY = 17.64 **************************************************************************** FLOW 'PROCESS FROM NODE 1'.23 TO NODE 1.09 IS CODE - 9 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA«« < UPSTREAM NODE ELEVATION(FEET) = 34.00 DOWNSTREAM NODE:.ELEVATION(FEET) = 30.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 850.00 "V" GUTTER WIDTH(FEET) = .00 GUTTER HIKE(FEET) _ .001 PAVEMENT -'LIFPIFEET) - . .001 "- MANNING"°S l = :0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) _ .50000 MAXIMUM DEPTH(FEET) = 5.00 1000 YEAR RAINFALL INTENSITY(INCH/HR) = 2.407 *USER SPECIFIED(SUBAREA): NATURAL OR AGRICULTURE SUBAREA LOSS RATE, Fm(INCH/HR) = .0500 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 7.42 AVERAGE FLOW DEPTH(FEET) = 2.53 FLOOD WIDTH(FEET) = 10.11 "V" GUTTER FLOW TRAVEL TIME( -MIN.) = 1-.91 TC(MIN.) = 21.08 SUBAREA AREA(ACRES) = 11.92 SUBAREA RUNOFF(CFS) = 25.29 EFFECTIVE AREA(ACRES) = 48.76 AVERAGED Fm(INCH/HR) _ .05 TOTAL AREA(ACRES) = 48.76 PEAK FLOW RATE(CFS) = 103.44 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 2.63 FLOOD WIDTH(FEET) = 10.50 FLOW VELOCITY(FEET/SEC.) = 7.50 DEPTH*VELOCITY = 19.71 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * FLOW PROCESS FROM NODE-----1_23-TO NODE 1.09 IS CODE = 1 ---------------------------------------------------------------