Question

In: Civil Engineering

write a research about maintenance and technical issues in running a wastewater treatment plant .

write a research about maintenance and technical issues in running a wastewater treatment plant .

Solutions

Expert Solution

A wastewater treatment plant comprises of primary, secondary and tertiary degree of treatment. Under which screening, grit chamber, primary sedimentation comes under the primary degree of treatment while the biological treatment comes under the secondary and further secondary clarifier and further sedimentation comes under tertiary degree of treatment.

Maintenance of the primary system is based upon the detention time and cleaning period of the chambers and tanks, for secondary the food to microorganisms ratio, Total suspended solids in the flow and the regulation of recirculation of sludge comes under maintenance and for tertiary again contact time and the detention time plays major role.

Technical issues :

With primary treatment generally excessive settlement of the sludge solids at the bottom of the tank make the process ineffective and inefficient. After which cleaning is very difficult and it takes a long time.

With secondary here we can use attached growth or suspended growth process but some common technical issues are :

Bulking of sludge : At times excessive numbers of filamentous microorganisms interfere with floc settling and the sludge becomes bulky. This bulking sludge settles poorly and leaves behind a turbid effluent.

Ponding and nuisance odor : In suspended growth system sometimes ponding occurs and due to the presence of organic matter very bad odor can be experienced

Sloughing of filter media : In attached growth system filter clogs due to the heavy substrate conversion by microorganisms.

Fly nuisance: Breeding of mosquitoes and flies are also experienced at filter media.

Tertiary treatment :

Denitrification, or sludge “popping,” are common issues for nitrifying activated sludge facilities. Sludge popping occurs when conditions in the clarifier encourage denitrification.


Related Solutions

You are provided the following information about a municipal wastewater treatment plant. This plant uses the...
You are provided the following information about a municipal wastewater treatment plant. This plant uses the traditional activated-sludge process. Assume the microorganisms are 55 percent efficient at converting food to biomass, the organisms have a first-order death rate constant of 0.05/day, have a maximum specific growth rate of 0.1/day, and the microbes reach half of their maximum growth rate when the BOD5 concentration is 10 mg/L. There are 150,000 people in the community (their wastewater production is 225 L/day-capita, 0.1...
A wastewater treatment plant that treats wastewater to secondary treatment standards uses a primary sedimentation process...
A wastewater treatment plant that treats wastewater to secondary treatment standards uses a primary sedimentation process followed by an activated sludge process composed of aeration tanks and a secondary clarifiers. This problem focuses on the activated sludge process. The activated sludge process receives a flow of 15 million gallons per day (MGD). The primary sedimentation process effluent has a BOD5 concentration of 180 mgBOD5/L (this concentration is often referred as S). Before flowing into the activated sludge process, the primary...
A municipal wastewater treatment plant discharges 20,000 m3/d of treated wastewater to a stream. The wastewater...
A municipal wastewater treatment plant discharges 20,000 m3/d of treated wastewater to a stream. The wastewater has a BOD5 of 30 mg/L with a k1 of 0.23 d-1. The temperature of the wastewater is 20 oC, and the dissolved oxygen is 2.0 mg/L. The stream just above the point of wastewater discharge flows at 0.65 m3/s, has a BOD5 of 5.0 mg/L, and is 90% saturated with oxygen. The temperature of the stream is also 20 oC. After mixing, the...
Write a report showing the processes of the St Mary's wastewater treatment plant. The report should...
Write a report showing the processes of the St Mary's wastewater treatment plant. The report should include: - General information about the plant (place, purpose, treatment capacity) - Simplified flow diagram of the plant (showing only the important treatment processes) - Functions of the each process (a few lines for each) - Operational and maintenance issues of 2 processes in the plant - References
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater...
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater produced by a housing estate. Using population equivalent, PE = 65000, design, describe and calculate briefly the sizes of all the unit processes in the treatment plant that are going to be built. You may assume the value that is not given.
A municipal wastewater treatment plant is designed for COD removal and nitrification. The wastewater characteristics and...
A municipal wastewater treatment plant is designed for COD removal and nitrification. The wastewater characteristics and kinetic coefficients are described in the table below. The aeration tank DO concentration is 2.0 mg/L and MLSS concentration is 2500 mg/L. The temperature is 15C. Assume that the concentration of influent NH4-N that is nitrified accounts for 80% of influent TKN. Calculate the following parameters as a function of SRT (i.e., derive mathematical expressions of the following parameters as a function of SRT,...
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater...
Your task is to build a wastewater treatment plant to handle all of the domestic wastewater produced by a housing estate. Using population equivalent, PE = 65000, design, describe and calculate briefly the sizes of all the unit processes in the treatment plant that are going to be built. You may assume the value that is not given.
A new wastewater treatment plant was built to treat the wastewater flow 800,000 gpd. The capital...
A new wastewater treatment plant was built to treat the wastewater flow 800,000 gpd. The capital cost to build the wastewater treatment plant was $6,000,000. The annual operation and maintenance costs of operating the plant is $700,000/year. Estimate the cost of treating 1000 gallons of wastewater ($/1000 gallon). Assume the design life as 20 years and interest rate of 4%.
The total flow at a wastewater treatment plant is 682 m3/day. The purpose of the plant...
The total flow at a wastewater treatment plant is 682 m3/day. The purpose of the plant is to remove compound Z from the wastewater by treating it in reactors, using a newly developed microbial process. Assume the microbial treatment can be modeled as a first order reaction with a rate coefficient of 0.36/h. Suppose the flow is split evenly and treated in two parallel reactors– one complete mix and one plug flow -- each with a volume of 88 x...
About wastewater treatment: A. Explain the primary, secondary and tertiary WWTPs (Wastewater Treatment Plants). You can...
About wastewater treatment: A. Explain the primary, secondary and tertiary WWTPs (Wastewater Treatment Plants). You can use diagrams and explain them. b. In addition to the WWTPs, mention and explain two alternatives for treating wastewater.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT