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Irrigation Engineering

Irrigation Engineering
Meandering of a river generally occurs, in

Rocky stage
Delta stage
Trough stage
Boulder stage

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Irrigation Engineering
The relation between probability (P) and recurrence interval (T) is given by

P/T2 = 1
PT2 = 1
P/T = 1
PT = 1

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Irrigation Engineering
The meander pattern of a river is developed by

Dominant discharge
Critical discharge
Maximum discharge
Average discharge

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Irrigation Engineering
For the design of major hydraulic structures on the canals, the method generally preferred to, is based on

The relaxation method
Khosla's method of independent variables
Bligh's theory
Electrical analogy method

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Irrigation Engineering
The amount of irrigation water required to meet the evapotranspiration needs of the crop during its full growth is called

net irrigation requirement
effective rainfall
consumptive irrigation requirement
consumptive use

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Irrigation Engineering
For a catchment area of 120 km2, the equilibrium discharge in m3/hour of an S-curve obtained by the summation of 6 hour unit hydro graph is

0.6 x 106
0.2 x 106
7.2 xlO6
2.4 xlO6

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