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 3 of 4.
Navneet said:
7 years ago
Please give an explanation.
Bohemia said:
7 years ago
Evaporation loss is 0.5% of (b+d)^2/3.
Mani m said:
7 years ago
Please give explanation and clearly solution.
Amar said:
7 years ago
This is the empirical formula used in the region of U.P.
Gaddisa Asefa said:
6 years ago
Please give the explanation to get the answer.
(1)
Indrajit said:
6 years ago
Bd + 1/2 BD^2/3
Joy said:
6 years ago
Please explain it.
Rustam said:
6 years ago
Anyone give an explanation for this question.
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)
Shivani said:
5 years ago
Can you explain it in detail?
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