A circular sewer flowing full to carry a sewage discharge of 0.864 m3/s at a slope of 10 in 20000. Assume Manning's coefficient 'n' as 0.012. In this sewer if proportionate depth is 0.4. Use the table given here with: d/D q/Q v/V 0.1 0.02 0.3 0.5 0.39 0.8 0.6 0.54 0.88 0.8 0.85 0.91 Which of the following option(s) is/are correct? The diameter of sewer is 1.16 m. B The depth at which the sewer runs partially full is 0.464 m. C The discharge at which the sewer runs partially full is 0.26 m/s. The velocity of flow at which the sewer runs partially full is 0.552 m/s.
A circular sewer flowing full to carry a sewage discharge of 0.864 m3/s at a slope of 10 in 20000. Assume Manning's coefficient 'n' as 0.012. In this sewer if proportionate depth is 0.4. Use the table given here with: d/D q/Q v/V 0.1 0.02 0.3 0.5 0.39 0.8 0.6 0.54 0.88 0.8 0.85 0.91 Which of the following option(s) is/are correct? The diameter of sewer is 1.16 m. B The depth at which the sewer runs partially full is 0.464 m. C The discharge at which the sewer runs partially full is 0.26 m/s. The velocity of flow at which the sewer runs partially full is 0.552 m/s.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![A circular sewer flowing full to carry a sewage discharge of 0.864 m /s at a slope of
10 in 20000. Assume Manning's coefficient 'n' as 0.012. In this sewer if
proportionate depth is 0.4. Use the table given here with:
d/D
/Q
v/V
0.1
0.02
0.3
0.5
0.39
0.8
0.6
0.54
0.88
0.8
0.85
0.91
Which of the following option(s) is/are correct?
The diameter of sewer is 1.16 m.
The depth at which the sewer runs partially full is 0.464 m.
C
The discharge at which the sewer runs partially full is 0.26 m/s.
The velocity of flow at which the sewer runs partially full is 0.552 m/s.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F97b2c56e-cda9-4ef0-9906-3011d74279ce%2F45d5f13c-64f6-450c-975c-f86664427ed6%2Fdnol52rj_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A circular sewer flowing full to carry a sewage discharge of 0.864 m /s at a slope of
10 in 20000. Assume Manning's coefficient 'n' as 0.012. In this sewer if
proportionate depth is 0.4. Use the table given here with:
d/D
/Q
v/V
0.1
0.02
0.3
0.5
0.39
0.8
0.6
0.54
0.88
0.8
0.85
0.91
Which of the following option(s) is/are correct?
The diameter of sewer is 1.16 m.
The depth at which the sewer runs partially full is 0.464 m.
C
The discharge at which the sewer runs partially full is 0.26 m/s.
The velocity of flow at which the sewer runs partially full is 0.552 m/s.
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