Civil Engineering - Water Resources Engineering
Exercise : Water Resources Engineering - Section 2
- Water Resources Engineering - Section 1
- Water Resources Engineering - Section 2
- Water Resources Engineering - Section 3
41.
The Dupuit formula is based on
42.
A well is sunk in an unconfined aquifer having a saturated depth of 100 m. Assuming the equilibrium flow conditions and a homogeneous aquifer and radius of influence to be same, the ratio of discharges at 20 m and 40 m draw downs, is
43.
Evaporation losses depend upon
44.
Phytometer method is generally used for the measurement of
45.
In the estimate of design flood, Dickens assumes that high flood in cumecs, is proportional to catchment area raised to the power
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