Question

In: Civil Engineering

Q8. As an Engineer, you are requested to implement a small wastewater treatment plant for your...

Q8. As an Engineer, you are requested to implement a small wastewater treatment plant for your apartment that comprise of 52 flats. Explain the different steps or stages involved in the wastewater treatment process.

Solutions

Expert Solution

I divided the answer in 2 parts. First part describe how to implement an waste water treatment plant in any community. Second part describe the steps involved in waste water treatment.

Part 1 :

Implementation

of waste water treatment plant:

Step 1: calculation of total input waste water : this calculation can be done using the supply data of water to community. Normally 80% of water supplied to community converts into waste water.

Step 2: design of different waste water treatment units based on input waste water discharge

Step 3: reuse or recycling: the sludge produced during waste water treatment is rich source of nutrients required by plants. This this sludge could be used for slude farming of manure.

Step 4: sludge treatment units : the sludge generated from waste water treatment could be dangerous when disposed off without suitable treatment. Thus tertiary treatment process is used for conditioning & treatment of sludge.

Step 5: based of discharge coming from community, septic tanks or imhoff tanks could be as an whole effective and economical waste water treatment plant unit. Septic tank is it self a small treatment plant which is used in small towns or societies producing small discharge.

PART 2:

steps and stages involved in waste water treatment process :

Waste water treatment is divided into 3 stages :

1. Primary process

2. Secondary process

3. Tertiary process

1. Primary process :

In primary process, rough treatment is done like sieving out coarse material, oils & inorganic materials. Following treatments are done :

A. Sieving through fine & coarse messes.

B. Removal of oil from detritus tanks

C. Removal of inorganic particles using grit chambers.

(A, B & C all are recognised as preliminary processes)

D. Removal of suspended solids using primary settling tanks.

2. Secondary treatment :

In secondary treatment, suspended organic impurities are removed using following steps :

A.Removal of suspended organic compounds using activated slude process ( suspended growth system) or using trickling filter process (attached growth system)

B. Seperation of slude from treated waste water using secondary sedimentation tanks.

3. Tertiary treatment :

Tertiary treatment is done to treat sludge generated from secondary treatment process. This process can be done by

A. Chemical treatment of slude using chemicals

B. Sludge conditioning and densification.

C. Anaerobic slude digestor ( sludge digestion chambers)

D. Aerobic sludge digestor.

4. Disposal :

A.Treated waste water can be disposed in rivers, land or sea.

B. Treated sludge could be used as manuer or can be disposed in slude drying beds, soak pits etc.

Thankyou :-)


Related Solutions

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.
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 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...
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 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...
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,...
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...
The wastewater treatment plant will also treat wastewater originating from the industrial activity of textile mills...
The wastewater treatment plant will also treat wastewater originating from the industrial activity of textile mills in the future. proposed and describe appropriate unit processes that can be added to the plant.
Q3. You have been selected to design a secondary wastewater treatment plant for a municipality in...
Q3. You have been selected to design a secondary wastewater treatment plant for a municipality in Amman of 15,000 people which has some industry that discharges wastewater to the municipal sewer system. The average daily wastewater flow is 2.1 MGD (million gallon/d) and the raw sewage entering the WWTP has an average BOD5 of 240 mg/L and average suspended solids of 260 mg/L. If the average domestic per capita sewage flow is 115 gpcd, what is the average flow of...
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT