Question

For a total design flow of 67 MGD and an overflow rate of 1300 gal ft2...

For a total design flow of 67 MGD and an overflow rate of 1300 gal ft2 · day, what is the minimum area of each of 11 sedimentation basins (n - 1 = 10) in parallel? Answer in units of ft2

For a depth of 13 ft, what is the volume of each basin? Answer in units of ft3

What is the design detention time of each basin? Answer in units of hr.

For a L/D ratio of 25, what is the length of each sedimentation basin?

Homework Answers

Answer #1

1 US gallon = 0.1336 ft3

Total Design flow = Q = 67 MGD

= 67 x 106 x 0.1336 ft3/d

= 8.95 x 106 ft3/d

Surface overflow rate = vs = 1300 gal/ft2/day

= 1300 x .1336 ft3/ft2/day

= 173.7 ft/day

Surface area = At = Q/vs

= (8.95 x 106)/173.7

= 51525.6 ft2

Area of one basin = A = 51525.6/11

= 4684.14 ft2

= 4684 ft2

Volume of basin = V = Axd = 4684x13

= 60892 ft3

Total Volume of all basins = Vt = 11 x 60892 = 669812 ft3

Detention time = t = Vt/Q

= 669812/(8.95x106)

= 0.0748 day

= 0.0748 x24 hr

= 1.8 hrs

L/D = 25

L = 25D = 25x13 = 325 ft

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
A conventional, rectangular flocculation basin is 38 ft. wide, 90 ft. long and 16 ft. deep....
A conventional, rectangular flocculation basin is 38 ft. wide, 90 ft. long and 16 ft. deep. The flow through the basin is 24 mgd and the water horsepower input by the reel type paddles is 15 hp. The dynamic viscosity of water is 2.73 E -5 lb/sec/ft2 at 50 degrees Fahrenheit. The flocculation basin in above is followed by four sedimentation basins which operate in parallel.   Each basin is 30 ft. wide, 240 ft. long and has an effective settling...
A wastewater treatment plant receives an average of 3.0 MGD of wastewater flow. Two rectangular primary...
A wastewater treatment plant receives an average of 3.0 MGD of wastewater flow. Two rectangular primary clarifiers operating in parallel will treat the flow. If the length of each clarifier is four times its width, the width is 20 ft, and the depth is 10 ft, determine: a) the overflow rate in gpd/ft2. b) the detention time of each clarifier (in days).
You have been retained to design a wastewater treatment plant using a conventional activated sludge process...
You have been retained to design a wastewater treatment plant using a conventional activated sludge process for a town of 40,000 people. The industrial flow contribution to the sewer system is 300,000 gallons per day. Effluent discharge standards require effluent BOD5 and total suspended solids concentration of <10 mg/l. Assume the following design criteria are applicable: Domestic sewage flow = 100 gal/cap/day (including I/I) BOD loading = 0.18 lbs/cap/day TSS loading = 0.20 lbs/cap/day BOD removal in primary = 33%...
The old plant grit removal process, that is used to treat the average flow of 15...
The old plant grit removal process, that is used to treat the average flow of 15 MGD consists of horizontal flow grit chamber that have a volume of 15,000 gallons. To reduce the footprint of the process, the new plant will use a Vortex type grit chamber that is capable of achieving the same grit removal performance in a fraction of the reactor volume. Remember that the flow to the new plant is 10 MGD . 11. What is the...
Problem #3: Biochemical Oxygen Demand (BOD) and Stream Quality A wastewater treatment plant designed for a...
Problem #3: Biochemical Oxygen Demand (BOD) and Stream Quality A wastewater treatment plant designed for a community of 45,000 people has a flow of 100 gal/person/day and a BOD5 loading of 0.2 lb/person/day. The upstream characteristics of the receiving waters are: stream flow rate = 20 cfs and BOD5 = 2 mg/L The water quality standards require the in-stream BOD5 to be less than 7 mg/L in this stretch of the river. The minimum BOD removal efficiency that the treatment...
ANSWER as much as possible: Design an activated sludge process consisting of a complete mix flow...
ANSWER as much as possible: Design an activated sludge process consisting of a complete mix flow through aeration tank followed by final settling tanks. The sizing of the reactor and all appurtenances should be based on a solids retention time, (SRT), of 4 days and the particulates given below. Biological characteristics: Ks = 20 mg/L COD, kd = 0.1 per day, mumax = 3 gVSS/gVSS-day,    Y = 0.4 gVSS/gCOD Primary settling Tank Effluent Characteristics: Q= 20MGD, biodegradable COD, bCOD...
Part I. Indicate whether true or false (T or F). ____ Storm water detention ponds typically...
Part I. Indicate whether true or false (T or F). ____ Storm water detention ponds typically are designed to regulate the outflow peak rate at or below a single target value, such as the pre-development (pre-land use change) peak runoff rate for a specified return period event. Detention storage alters the peak but not the volume of the outflow hydrograph. _____ Typical rating curves for weirs are concave upward. Typical rating curves for orifices are concave downward. ____ A sediment...
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT