Discussion :: Waste Water Engineering
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The ratio of depths at partial flow with central angle α and at full flow of a sewer, is
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A.
1- sin \( \frac { α } { \beta } \) |
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B.
1- cos \( \frac { α } { 2 } \) |
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C.
\(\frac { 1 } { 2 }\) [ 1- cos \( \frac { α } { 2 } \)] |
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D.
\(\frac { 1 } { 2 }\) [ 1- sin \( \frac { α } { 2 } \)] |
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E.
\(\frac { 1 } { 2 }\) [ 1 -tan \( \frac { α } { 2 } \)] |
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Answer : Option C
Explanation :
No answer description available for this question.
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