- Waste Water Engineering - Section 1
- Waste Water Engineering - Section 2
- Waste Water Engineering - Section 3
- Waste Water Engineering - Section 4
- Waste Water Engineering - Section 5
- Waste Water Engineering - Section 6
- Waste Water Engineering - Section 7


Waste Water Engineering - Engineering
Q1: If the discharge of a sewer running half is 628 1.p.s., i = 0.001, and n = 0.010, the diameter of the sewer, isA
1.39 m
B
1.49 m
C
1.59 m
D
1.69 m
E
1.79 m.
ANS:D - 1.69 m The Manning's equation for flow rate in an open channel is: Q=1.486/n⋅A⋅R^2/3⋅S^1/2 Given:
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