Civil Engineering - Water Supply Engineering - Discussion
Discussion Forum : Water Supply Engineering - Section 1 (Q.No. 13)
13.
Distribution mains of any water supply, is normally designed for its average daily requirement
Discussion:
24 comments Page 2 of 3.
Monika said:
6 years ago
I don't understand? Please explain me clearly.
Aravind said:
6 years ago
Design criteria - coincidental draft or max hourly demand.
Max hourly demand = 1.5 x max daily demand.
= 2.7 x avg daily demand.
= 270%.
Max hourly demand = 1.5 x max daily demand.
= 2.7 x avg daily demand.
= 270%.
Jay said:
6 years ago
Can anyone justify it, please?
Hamid raza hashmi said:
8 years ago
180% is correct. I agree with it.
Dvs said:
8 years ago
For flushing systm the water requirement is 200 lpcd.
Angel said:
8 years ago
Distribution system design criteria - total draft.
Sorce of supply & pipe mains - max daily demand.
Filters &pumps - twice avg daily demand.
Sorce of supply & pipe mains - max daily demand.
Filters &pumps - twice avg daily demand.
Ramanan said:
8 years ago
Main pipe can be designed as max daily (1.8 times of daily demand),distribution pipe can be designed as (max hourly of max daily (2.7 *max hourly of max daily).
Monika rawat said:
9 years ago
The distribution system in water supplies is designed on the basis of?
Please tell me.
Please tell me.
Madhusmita said:
9 years ago
It's true. The average Daily requirement of water 135 to 225 (200 is minimum).
Biahnoi said:
9 years ago
1.5 * (1.8 * (average daily/24)) = 2.7 average hourly.
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