A wastewater treatment plant receives, at an average, 75% and 125% of water supply during dry and wet seasons, respectively. The population of the service area is 280,000 with average municipal water demand of 550 Lpcd (liter per capita day). The I/I contribute about 25% of the total flow rate of wastewater. Calculate the average and peak flow rate for the wastewater treatment plant for the dry and wet seasons, respectively.

Q: The said town has population of 720,000 today. A wastewater treatment plant is to be designed and…

A: Wastewater treatment is a process, which is being done on the wastewater to change its quality for…

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

A:

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…

A:

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: Design a sanitary sewer for a City “A”, using the following data: -         Population of the city…

A: Diameter (m) of the sewer =140m Slope of sewer = 1 in 5000

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

A:

Q: Briefly stated, what is the principal purpose (i.e., treatment objective) of the following steps…

A: Preliminary treatment  • It involves removal of inorganic particles such as glass pieces, sand…

Q: 3.1 If the rate of wastewater generation is 150 gpcd, for a home with 4 persons, what is the minimum…

A: 3.1 If the rate of waste water generation is 150 gpcd, for a home with 4 persons, what is the…

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: A wastewater treatment plant receives 250 mg/L BOD, 45 mg/L NO3-N, and 0.08% TSS. What is the…

A: Given data: CBOD=250mg/LCNO3-N=45mg/LCTSS=0.08%Now it is given thatQ=730,000gpd

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: : Design a sanitary sewer for a City “A”, using the following data: -         Population of the…

A: Given-  Population of the city (P)= 8000) personsAverage water consumption, Qavg = (80) Lpcd Area…

Q: The City of Smyrna discharges 0.16 m3/s of treated wastewater into Chattahoochee River. The BOD5 for…

A: Discharge of sewage Qs=0.16 m3/s Discharge of river, QR=0.16 m3/s BOD5 of sewage, =30 mg/L BOD5 of…

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.