Civil Engineering - Waste Water Engineering - Discussion

Discussion Forum : Waste Water Engineering - Section 1 (Q.No. 6)

Waste Water Engineering

If the diameter of sewer is 225 mm, the gradient required for generating self cleansing velocity, is

1 in 60

1 in 100

1 in 120

none of these.

Answer: Option

Explanation:

No answer description is available. Let's discuss.

Discussion:

29 comments Page 3 of 3.

Marwa said: 8 years ago

Which formula is used?

Please help me?

Raaj said: 7 years ago

Thank you all for giving the answer.

G D Mori said: 7 years ago

Good explanation @Ujjwal Mondal.

(1)

Haris said: 7 years ago

I did not get it please explain.

Shree said: 6 years ago

Thanks all for explaining it.

Amu bokato said: 7 years ago

Thank you @Ujjwal Mondal.

(1)

Chaitu said: 6 years ago

Thank you @Ujjwal Mondal.

(1)

Dharmesh said: 5 years ago

Thank you @Ujjwal Mondal.

Pramit Samanta said: 5 years ago

Thank you @Gubendhiran.

(1)

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