5.(c) A circular sewer is to be designed to carry maximum flow of sewage while flowing 70% full at a velocity of 1m/sec. If the ratio of maximum/average flow is 3 and average/minimum is also 3, find (i) Full flow velocity (ii) Velocities generated, both at the average flow as well as minimum flow. Neglect the variation of N with depth of flow and take q Q 0.337 0.902 0.196 0.776 0.088 0.615 V V
5.(c) A circular sewer is to be designed to carry maximum flow of sewage while flowing 70% full at a velocity of 1m/sec. If the ratio of maximum/average flow is 3 and average/minimum is also 3, find (i) Full flow velocity (ii) Velocities generated, both at the average flow as well as minimum flow. Neglect the variation of N with depth of flow and take q Q 0.337 0.902 0.196 0.776 0.088 0.615 V V
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![5.(c) A circular sewer is to be designed to carry maximum flow of
sewage while flowing 70% full at a velocity of 1m/sec. If the
ratio of maximum/average flow is 3 and average/minimum is
also 3, find
(i) Full flow velocity
(ii) Velocities generated, both at the average flow as well as
minimum flow.
Neglect the variation of N with depth of flow and take
q
V
Q
V
0.337 0.902
0.196 0.776
0.088 0.615](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F942292d0-4412-480d-b1e0-9fa56bd5b2b1%2Fd80ccf9e-783b-4bc5-8e79-e94545fd0d24%2F7hiluoc_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5.(c) A circular sewer is to be designed to carry maximum flow of
sewage while flowing 70% full at a velocity of 1m/sec. If the
ratio of maximum/average flow is 3 and average/minimum is
also 3, find
(i) Full flow velocity
(ii) Velocities generated, both at the average flow as well as
minimum flow.
Neglect the variation of N with depth of flow and take
q
V
Q
V
0.337 0.902
0.196 0.776
0.088 0.615
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