Design a sanitary sewer for a City “A”, using the following data: -         Population of the city = (11000) persons -        Average water consumption, Qavg-water = (110) Lpcd -         Industrial area, Aind = (11000) m2 -         Area for commercial activities, Acom = (50) ha -          Use Manning’s roughness co-efficient, n = 0.013 Diameter (m) of the sewer =? Slope of sewer = 1 in ? Note: Write the answer in each part in word format

Q: 4. If the ultimate BOD for wastewater has been estimated as (200+X) mg/l, calculate be the 5 days…

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Q: 39 286 7.900 Determine the possible flow into MH DI from the WWS piping in Chesapeake Bay, which is…

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

Q: The facultative pond at USM's sewage treatment plant is designed with the following data; Aerial…

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Q: Design a sanitary sewer from MH 5 to MH 6. Show your steps to get full score. Given: 100…

A: GIVEN: 5 dwelling units per gross acre area from MH5 TO MH6  A3=30 acres total dwelling unit from…

Q: 1. A city discharges 7.2 MLD of wastewater with a BOD, of 295 mg/L into a stream. Answer the…

A: solution Given discharge of waste water Qw=7.2MLD=0.083 m3secBOD5 waste water =295 mgltaBOD5 stream…

Q: List and define six hydraulic losses that occur in pumps.

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Q: The sewage collection system is comprised of pipes of three diameters of 1.00m, 0.50m and 0.10m,…

A: Given Data: Diameter of pipe 1 is d1=1 m. Diameter of pipe 2 is d2=0.5 m. Diameter of pipe 3 is…

Q: Q - If the average sewage from a city is 40×106 l/day and the average 5-day BOD is 200 mg/l against…

A: Given data in question Average sewage 40×106 l/day5 day average BOD 200 mg/lStandard 80 mg/dayTo…

Q: Q- If the average sewage from a city is 40x106 l/day and the ar standard of 80 mg/day per capita at…

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Q: A 20 cm diameter sewer with invert slope of 1 in 500 is running full. Calculate the rate of flow in…

A: The rate of flow or discharge through a sewer is equal to the volume of sewage discharged per unit…

Q: Problem 3: You are considering three design alternatives for treating a pollutant in wastewater…

A: Given data, Q = 8.6 mgd = 8.6×10^6 gal/d V = 9000 gal. For each system K= 1.1/min for first order =…

Q: 3. Define the best efficiency point (BEP), allowable operating range (AOR), and preferred operating…

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Q: Consider a stormwater retention pond that has no outflow. The pond is initially filled with pristine…

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Q: a concrete sewer pipe 2.5ft in diameter is laid so it has a drop elevation of 1.0 ft per 800 ft in…

A: Given data:- The given diameter of the pipe is, d=2.5 ft the given drop elevation is 1.0 feet to 800…

Q: A town with a sewer population of 4,000 has a daily wastewater flow, including industrial…

A: The objective of the question is to determine the contribution of domestic flow in liters per person…

Q: A municipal wastewater flow of 1,000 m³/d contains 400 mg/L BOD5 and is treated to be in a trickling…

A: The design of a trickling filter involves the determination of the required 1.filter media surface…

Collection Systems

The collection systems form a part of sanitary engineering, which is a sub-branch of civil engineering. It is also known as public health engineering and wastewater engineering. It is a methodology followed to remove and properly dispose of human waste, along with creating systems to provide safe and clean usable water. These measures ensure a hygienic and disease-free community. Sanitary engineering, apart from building sewer disposal units, is also involved in plumbing, fire protection, hydraulics, life safety, environmental protection, information technology, microbiology, pathology, and so on.