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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