Civil Engineering - Waste Water Engineering - Discussion

Discussion Forum : Waste Water Engineering - Section 3 (Q.No. 36)
36.
For the open drain (N = 0.025) shown in the below figure, the discharge is
26.88 cumecs
27.88 cumecs
28.88 cumecs
29.88 cumecs.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
17 comments Page 2 of 2.

Pravin said:   8 years ago
The Area is not considered in calculation. R is mean hydraulic radius i.e. area divided by wetted perimeter.

SHEKHAR JANA said:   8 years ago
Ratio of lateral axis should 1is 2, then area = 7.2 m2, 7.2/.025 = 2.88.

Harsha said:   8 years ago
Can anyone explain clearly?

TAYEB said:   9 years ago
AREA = 7.2 M2.
7.2/0.025 = 2.88.

Abdullah talip said:   9 years ago
Assume slope = 0.01 in Hazen equation.

Shruthi said:   10 years ago
Please explain.

Gani said:   10 years ago
Where is slope?


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