Question

ine the surface area of a settling tank for the city of White Rocks 0.5 m /s design flow using the design overflow rate 40 m
0 0
Add a comment Improve this question Transcribed image text
Answer #1

Design low 0.5m Sec oVerstous ale Osign 니0 m) mop Surra area os Settting tank equired 0.5x24x66o hnop 40may s1080m let us assthank you and please do rate.

Add a comment
Know the answer?
Add Answer to:
ine the surface area of a settling tank for the city of White Rock's 0.5 m...
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. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions
  • A water treatment plant is processing water at a flow rate of 1.5 m/s using three parallel treatm...

    A water treatment plant is processing water at a flow rate of 1.5 m/s using three parallel treatment trains. The detention times for the rapid mix tank, flocculation basin, and rectangular sedimentation basin are 10 sec, 30 min and 60 min, respectively. The velocity gradients for the rapid mix and flocculation tanks are 900 s and 60:40:20 s1, respectively. The viscosity of water is 0.001 Pa-s. (a) Determine the size and power requirements for rapid mix tanks. (b) Determine the...

  • Please answer question 7.11 that is modified from the book, thank you! uent welr IS located...

    Please answer question 7.11 that is modified from the book, thank you! uent welr IS located on Lle periphery of each tank. Calculate the surface overflow rate, etention time, and weir loading rates. If one tank is taken out of detention time? Is the design adequate for the average flow with the three tanks in service? m3/d. The engineer wishes to use rectangular clarifiers for primary 18 Fundamentals of wastewater treatment and engineering treatment. Design the rectangular tanks for a...

  • Water and Wastewater Treatment SP-WATER TREATMENT PLANT SEDIMENTATION BASIN Design a rectangular, horizontal flow sedimentation process...

    Water and Wastewater Treatment SP-WATER TREATMENT PLANT SEDIMENTATION BASIN Design a rectangular, horizontal flow sedimentation process for a water treatment plant for turbidity removal Design Maximum Day Flow-20,000 m2ld Two parallel sedimentation tank, each designed for half of the total flow Depth 4.5 m, Width 6 m, Surface Overflow Rate 50 m/day Chain and flight sludge collector will be used, hence the limiting width of 6 m. Minimum Hydraulic Retention Time (detention time) 2 hrs Maximum weir rate 250 m/day/m...

  • Using the values provided in Table 21-1, minimum sewage elevation in interceptor of 112.60 m, maximum...

    Using the values provided in Table 21-1, minimum sewage elevation in interceptor of 112.60 m, maximum sewage elevation in interceptor of 112.80 m, discharge elevation to stilling well of 116.40 m, an average design flow of 8,600 m3/d, peaking factor for peak hour of 2.8 and minimum factor of 0.49. A. Determine the most efficient screw pump diameter (in m) B. How many flights are recommended C. How many pumps are recommended in the final design? Typical/comment TABLE 21-1 Typical...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
ADVERTISEMENT