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MEB2.OUT <br />OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 <br />SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 <br />STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 <br />Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 <br />Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 <br />**TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 0.78 <br />STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: <br />STREET FLOW DEPTH(FEET) = 0.22 <br />HALFSTREET FLOOD WIDTH(FEET) = 4.58 <br />AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.19 <br />PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.26 <br />STREET FLOW TRAVEL TIME(MIN.) = 14.01 Tc(MIN.) = 19.01 <br />* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.052 <br />SUBAREA LOSS RATE DATA(AMC II): <br />DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS <br />LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN <br />COMMERCIAL B 1.21 0.30 0.100 56 <br />SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 <br />SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 <br />SUBAREA AREA(ACRES) = 1.21 SUBAREA RUNOFF(CFS) = 1.11 <br />EFFECTIVE AREA(ACRES) = 1.31 AREA -AVERAGED Fm(INCH/HR) = 0.03 <br />AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 <br />TOTAL AREA(ACRES) = 1.3 PEAK FLOW RATE(CFS) = 1.20 <br />END OF SUBAREA STREET FLOW HYDRAULICS: <br />DEPTH(FEET) = 0.24 HALFSTREET FLOOD WIDTH(FEET) = 5.92 <br />FLOW VELOCITY(FEET/SEC.) = 1.29 DEPTH*VELOCITY(FT*FT/SEC.) = 0.31 <br />LONGEST FLOWPATH FROM NODE 220.00 TO NODE 240.00 = 1022.00 FEET. <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 240.00 TO NODE 240.00 IS CODE = 1 <br />---------------------------------------------------------------------------- <br />>>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« <<< <br />----------------------------------------------------- <br />TOTAL NUMBER OF STREAMS = 3 <br />CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: <br />TIME OF CONCENTRATION(MIN.) <br />= 19.01 <br />RAINFALL INTENSITY(INCH/HR) <br />= 1.05 <br />AREA -AVERAGED Fm(INCH/HR) = <br />0.03 <br />AREA -AVERAGED Fp(INCH/HR) = <br />0.30 <br />AREA -AVERAGED Ap = 0.10 <br />EFFECTIVE STREAM AREA(ACRES) <br />= 1.31 <br />TOTAL STREAM AREA(ACRES) = <br />1.31 <br />PEAK FLOW RATE(CFS) AT CONFLUENCE = 1.20 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 230.00 TO NODE 231.00 IS CODE = 21 <br />Page 6 <br />