Civil Engineering - Water Resources Engineering
Exercise : Water Resources Engineering - Section 3
- Water Resources Engineering - Section 1
- Water Resources Engineering - Section 2
- Water Resources Engineering - Section 3
46.
If h is the loss due to friction in a pipe. Total losses in strainer and bends may be taken as
47.
If the loss due to friction in pipes is 4 m, the total losses in strainer and bends may be taken as
48.
The rate of evaporation from reservoirs may be determined by
49.
In estimating the rate of evaporation from the reservoir surface, a pan 1.5 metres in diameter, was filled upto 8.0 cm. During a specified period of time, the rainfall recorded was 5 cm. 3 cm of water was removed from the pan to keep the depth of water. At the end of the time, the depth was 9 cm. If the pan coefficient is 0.6, the evaporation loss is
50.
Dicken's formula for high flood estimate, is useful only for the catchments in
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