A flocculator designed to treat 10 mgd is 48 ft long, 52 ft wide, and 12 ft deep. Compute the detention time and horizontal flow-through velocity. Do these values satisfy the Standards for Water Works?
A flocculator designed to treat 10 mgd is 48 ft long, 52 ft wide, and 12 ft deep. Compute the detention time and horizontal flow-through velocity. Do these values satisfy the Standards for Water Works?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A flocculator designed to treat 10 mgd is 48 ft long, 52 ft wide, and 12 ft deep. Compute the
detention time and horizontal flow-through velocity. Do these values satisfy the Standards for
Water Works?](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4f80e70c-7376-4710-a168-5f66580f72c2%2Fd4823862-2de5-46e1-b80c-ad6f46010b81%2Fjcf1x5o_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A flocculator designed to treat 10 mgd is 48 ft long, 52 ft wide, and 12 ft deep. Compute the
detention time and horizontal flow-through velocity. Do these values satisfy the Standards for
Water Works?
![Calculate the detention time and overflow rate for a sedimentation basin with a volume of 1.0 mil
gal and surface area of 12,500 sq ft treating 8.0 mgd.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4f80e70c-7376-4710-a168-5f66580f72c2%2Fd4823862-2de5-46e1-b80c-ad6f46010b81%2Fp9g45s_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Calculate the detention time and overflow rate for a sedimentation basin with a volume of 1.0 mil
gal and surface area of 12,500 sq ft treating 8.0 mgd.
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