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MEA100.RES <br />** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: <br />MAINLINE Tc(MIN.) = 5.35 <br />* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.954 <br />SUBAREA AREA(ACRES) = 1.15 SUBAREA RUNOFF(CFS) = 6.13 <br />EFFECTIVE AREA(ACRES) = 3.83 AREA -AVERAGED Fm(INCH/HR) = 0.03 <br />AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 <br />TOTAL AREA(ACRES) = 3.8 PEAK FLOW RATE(CFS) = 20.42 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE = 41 <br />>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< <br />>>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< <br />--------------------------------------------------------------- <br />ELEVATION DATA: UPSTREAM(FEET) = 145.00 DOWNSTREAM(FEET) _ <br />FLOW LENGTH(FEET) = 620.00 MANNING'S N = 0.013 <br />ASSUME FULL -FLOWING PIPELINE <br />PIPE -FLOW VELOCITY(FEET/SEC.) = 6.50 <br />PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) <br />GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 <br />PIPE-FLOW(CFS) = 20.42 <br />PIPE TRAVEL TIME(MIN.) = 1.59 Tc(MIN.) = 6.94 <br />LONGEST FLOWPATH FROM NODE 120.00 TO NODE 124.00 = <br />UI.il[.I.7y7�r1 <br />+ + <br />EX-A6 <br />+ + <br />FLOW PROCESS FROM NODE 124.00 TO NODE 124.00 IS CODE = 82 <br />>>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< <br />>>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< <br />---------------------------------------------------------------------------- <br />INITIAL SUBAREA FLOW-LENGTH(FEET) 100.00 <br />ELEVATION DATA: UPSTREAM(FEET) = 156.50 DOWNSTREAM(FEET) = 154.50 <br />Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 <br />SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.000 <br />* 100 YEAR RAINFALL INTENSITY(INCH/HR) = 6.187 <br />SUBAREA Tc AND LOSS RATE DATA(AMC II): <br />DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc <br />LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) <br />COMMERCIAL B 2.82 0.30 0.100 56 5.00 <br />SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 <br />SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 <br />Page 9 <br />