Question

In: Civil Engineering

flow chart and description for water and wastewater treatment facility.

flow chart and description for water and wastewater treatment facility.

Solutions

Expert Solution


Description:

The intake of water is from sources like river or lakes in a large quantity and it is always collected from the upstream side of rivers for intake

Smaller debris like fish, vegetation, and garbage are removed from the raw water by a protective bar and traveling screens before the water enter the low lift pumps.

Pumps are provided to lift the water from lower elevation to higher elevation

Coagulants like alum are used to form “floc”. This floc is formed and it is easy to be removed

by mixing, turbulence causes the flocculated water to form larger floc particles that become cohesive and increase in mass. This visible floc is settled due to gravity.

Flocculated water is applied to large volume tanks where the flow speed slows down and the dense floc settles due to sedimentation

Relatively floc free, settled water flows through a media filter by gravity. Filter media are made from layers of anthracite or granular activated carbon and sand. Gravel or synthetic materials support the media. Physical straining removes the remaining floc. Filters are periodically backwashed to clean off accumulated floc and other trapped impurities.

Filtered water in the clear well is used to backwash filters and kept in storage to ensure that disinfectants are in contact with the water long enough to inactivate disease-causing organisms.

A little amount of chlorine is added to the water after the treatment has been done this is called as post chlorination

A small dose of fluorine is also required to be added in water if the fluorine is added in excess quantity it causes dental problems and in fewer quantities, it causes skeletal problems

Distribution systems are comprised of large pipes known as trunk mains to deliver drinking water. Smaller diameter branch mains feed individual streets. Service connections to branch mains deliver water into residences. Pumping stations are used to increase pressure and to maintain adequate supply flows.

In a sewage treatment plant the intake is mainly from the sewer lines,for sewage treatment plants the main source of flow is due to gravity as soon as the intake is completed , the preliminary treatment consists of removing the debris of dead animals, branches and leaves of trees and other materials, after this preliminary treatment is completed they are sent for primary treatment in to the primary clarifier, where they are kept in an aeration tank if its an aerobic process,which gives primary sludge and after it is completed they are sent in to the secondary clarifier, in this secondary clarifier some portion of the sludge is returned called as returned sludge to the primary clarifier and again re-treated and finally the disinfectants are added and the effluent is released


Related Solutions

proposal for potable water or wastewater treatment
proposal for potable water or wastewater treatment
Environmental Engineering Water Treatment Wastewater Treatment Waste Water Treatment. A river is used as water resource...
Environmental Engineering Water Treatment Wastewater Treatment Waste Water Treatment. A river is used as water resource for a town. During monitoring, high level of NH3 is detected. A) What are the reasons for this pollution? B) Is it logical to continue feeding the water treatment system? C) Can NH3 be removed by regular units in a typical water treatment plant? In summary, how do you solve this problem, explain your reasons.
. The average flow of wastewater into the Metropolitan Wastewater Treatment Plant is 180 MGD. What...
. The average flow of wastewater into the Metropolitan Wastewater Treatment Plant is 180 MGD. What is the loading of total solids in this wastewater (lbs/day)? What is the loading of volatile solids in this wastewater (lbs/day)?
how is sludge treated differently in water treatment vs wastewater treatment?
how is sludge treated differently in water treatment vs wastewater treatment?
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%.
What is wastewater treatment? what is the process of wastewater treatment? why is wastewater treatment important?...
What is wastewater treatment? what is the process of wastewater treatment? why is wastewater treatment important? No Plagiarism. Please Print essay format question
A city wants to build and operate a wastewater treatment facility over a very long service...
A city wants to build and operate a wastewater treatment facility over a very long service life as “perpetual” infrastructure for the city. A consulting engineer has estimated that the plant will cost $40 million to construct. She further estimates it will require $12 million every 20 years to replace major unit operations equipment (bar screens, aeration equipment, dewatering centrifuges, etc.) and $21 million every 40 years for major renovation of tanks and other structural elements. Operations and maintenance costs...
The Wilson Wastewater Treatment Plant currently provides primary treatment for a flow rate of 2500 m3/day....
The Wilson Wastewater Treatment Plant currently provides primary treatment for a flow rate of 2500 m3/day. The effluent from the primary tank has a soluble BOD5= 240 mg/L. You need to design an activated sludge treatment to update the plant. The secondary effluent standards to meet are 25.0 mg/L BOD5 total (suspended and soluble BOD) and 30 mg/L suspended solids. Use the following assumptions: Target soluble BOD5 in the effluent of the secondary treatment is 2.5 mg/L. Growth constants can...
A wastewater treatment plant has a rupture in one of their flow tubes, thereby leading to...
A wastewater treatment plant has a rupture in one of their flow tubes, thereby leading to the discharge of waste material into a local lake system. The rupture goes unnoticed for a long enough time that the concentration of the waste in the lake reaches a steady state. Assume that the lake can be modeled as a continuously stirred tank reactor, with inflow, outflow, and complete mixing, and that the lake flows so that the volume remains constant at 107...
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...
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT