82.3k views
2 votes
A treatment plant has three primary clarifiers at 60 ft in diameter with side water depths of 9 ft. The inboard weirs are set at 54 ft. The average daily flow is 4.6 MGD and the peak flow is 8.7 MGD. Calculate the overflow rates, detention times, and weir loading rates.

User Rnk Jangir
by
5.6k points

1 Answer

2 votes

Answer:

idek rlly

Step-by-step explanation:

User Korat Prashant
by
4.6k points