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MPC2.OUT <br />ELEVATION DATA: UPSTREAM(FEET) = 147.00 DOWNSTREAM(FEET) = 146.20 <br />FLOW LENGTH(FEET) = 175.00 MANNING'S N = 0.013 <br />DEPTH OF FLOW IN 18.0 INCH PIPE IS 11.3 INCHES <br />PIPE -FLOW VELOCITY(FEET/SEC.) = 4.26 <br />GIVEN PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 <br />PIPE-FLOW(CFS) = 4.99 <br />PIPE TRAVEL TIME(MIN.) = 0.68 Tc(MIN.) = 7.07 <br />LONGEST FLOWPATH FROM NODE 300.00 TO NODE 320.00 = 526.00 FEET. <br />+ + <br />DA-C3 <br />**************************************************************************** <br />FLOW PROCESS FROM NODE 320.00 TO NODE 320.00 IS CODE = 82 <br />---------------------------------------------------------------------------- <br />>>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< <br />>>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<< <br />---------------------------------------------------------------------------- <br />INITIAL SUBAREA FLOW-LENGTH(FEET) 160.00 <br />ELEVATION DATA: UPSTREAM(FEET) = 154.50 DOWNSTREAM(FEET) = 152.50 <br />Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 <br />SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.561 <br />* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 2.130 <br />SUBAREA Tc AND LOSS RATE DATA(AMC II): <br />DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap <br />SCS Tc <br />LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) <br />CN (MIN.) <br />COMMERCIAL B 3.57 0.30 0.100 <br />56 5.56 <br />SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30 <br />SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 <br />SUBAREA AREA(ACRES) = 3.57 INITIAL SUBAREA RUNOFF(CFS) = <br />6.75 <br />** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc: <br />MAINLINE Tc(MIN.) = 7.07 <br />* 2 YEAR RAINFALL INTENSITY(INCH/HR) = 1.856 <br />SUBAREA AREA(ACRES) = 3.57 SUBAREA RUNOFF(CFS) = 5.87 <br />EFFECTIVE AREA(ACRES) = 6.43 AREA -AVERAGED Fm(INCH/HR) <br />= 0.03 <br />AREA -AVERAGED Fp(INCH/HR) = 0.30 AREA -AVERAGED Ap = 0.10 <br />TOTAL AREA(ACRES) = 6.4 PEAK FLOW RATE(CFS) = <br />10.57 <br />FLOW PROCESS FROM NODE 320.00 TO NODE 340.00 IS CODE = 41 <br />>>>>>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA<<<<< <br />>>>>>USING USER -SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< <br />---------------------------------------------------------------------------- <br />Page 4 <br />