392867.900Determine the possible flow into MH DI from the WWS piping in Chesapeake Bay, which isshown on the following page. Calculate:(a) the peak sewage flow based on the following criteria:Average water demand 300 LCDWaste water generated = water suppliedPeaking factor is 4Population density 3.1 people per dwelling unit.(b) the total extraneous flow based on the following criteria:Length of WWS piping 115 metersFoundation drain flow rate 0.5 L/s/dwelling unitAverage roof size 150 m², with a surface runoff coef. of 0.8Rainfall intensity 40 mm/hourManhole inflow | L/s.Joint infiltration 600 litres/day/ 100mm pipeAMINIMUMCLEARANCE RTO WM 1.5 mCURVE DATAR = 106.680A 12° 32'00"ST-11.715Lc 23.336454.877STA. O 33.52813.036R-16.76432-750SR=4-572R-3-048-32-75032-600-3-777MHD36-03224-384-50w70 of 250 CB LEADS15-3044.267150 W. M.32-420-3252010 of 300 CB LEAD 32.420-MH.D224-384MH.S532.75432.95411-08612.19211-5826-44010-049286ㅈMINIMUMCLEARANCE RTO WWS 1.5m3624.384BOULEVARD32,754MH S6MH DI5.486250 1SS3.048375 LDSRDMORE22/4< >

Total sewage flow per person = 1200 L/day / 3.1 = 387.1 L/day/personTotal flow into MIH DI ≈…

Answered: 39 286 7.900 Determine the possible…

Sustainable Energy

2nd Edition

ISBN:9781337551663

Author:DUNLAP, Richard A.

Publisher:DUNLAP, Richard A.

Chapter11: Hydroelectric Energy

Section: Chapter Questions

Problem 4P

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