Discuss the significance of "combined sewer overflows ( CSOs ) "
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- Pipe flow question.What are the intended functions and limitations of interceptor drains as conventionally used for highway and airfield construction?Determine the total sanitary sewer loading for the three pipes in the subdivision shown below. Also determine the invert elevations based on the design criteria listed. What is the total peak flow into the lift station (MH - 4) in L/s? What are the full flow velocity and full flow discharge for each pipe. What is the ratio of flow depth to pipe diameter for each pipe (i.e. d/D)? Street crown elevations are shown in parentheses. School 230 students/staff 8 single family homes MH-2 (38.65 m) Pipe B 95 m Pipe A-110 m MH-3 MH-1 (38.95 m) (39.61 m) 5 single family 15 single family homes homes A restaurant with 12 employees and Pipe C 500 patrons per day 100 m Base Loading MH-4/Lift Station (38.50 m) Single family homes - 280 LCD/3 people per home School 60 LCD (per student/staff) Restaurant - 30 L/d/employee plus 10L/patron Peaking Factor - 4 Infiltration 0.5 L/d per cm of diameter per m of length. Inflow - No foundation drains but inadvertent inflow - 1 L/min/single family home and 1 L/min…