Civil Engineering - Irrigation - Discussion
Discussion Forum : Irrigation - Section 1 (Q.No. 4)
4.
If B and d are the bed width and depth of a channel in metres, the combined losses due to evaporation and seepage in cumecs per kilometre length of the channel, is
Discussion:
35 comments Page 1 of 4.
Aniket m wagh said:
1 year ago
Agree @Indrajit.
The right answer is 1/50(Bd^(2/3)).
The right answer is 1/50(Bd^(2/3)).
Kithalangi Sujatha said:
3 years ago
Please explain it.
Endale said:
4 years ago
how it be? Please explain.
(1)
Gurjant singh said:
4 years ago
This formula is from empirical formula.
(1)
Ramesh Pandit said:
5 years ago
Please explain.
Shivani said:
5 years ago
Can you explain it in detail?
Pummy said:
6 years ago
As this is empirical formula.
Anyone can real water losses in canal which are absorption, percolation (seepage), evaporation, transpiration. Total loss per km is given by answer d accepted in UP, for punjab and CWC gives their own.
Anyone can real water losses in canal which are absorption, percolation (seepage), evaporation, transpiration. Total loss per km is given by answer d accepted in UP, for punjab and CWC gives their own.
(1)
Rustam said:
6 years ago
Anyone give an explanation for this question.
Joy said:
6 years ago
Please explain it.
Indrajit said:
6 years ago
Bd + 1/2 BD^2/3
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