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Irrigation Engineering

Irrigation Engineering
The width of a dowla is generally kept between 30 to 60 cm and its height above the road level should invariably be more than

20 cm
30 cm
10 cm
40 cm

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Irrigation Engineering
When a canal flowing under pressure is carried below a natural drainage such that its F.S.L. doesnot touch the underside of the supporting structure, the structure so provided, is called

Syphon-aqueduct
Syphon
Super passage
Aqueduct

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Irrigation Engineering
If d is the depth of the aquifer through which water is flowing, then the relationship between permeability k and transmissible T is given by

T = k/d
T= Vkd
k= VTd
T = kd

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Irrigation Engineering
Borrow pits should preferably be located in

Field on the left side of the canal
Central half width of the section of the canal
Fields on both sides of the canal
Field on the right side of the canal

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Irrigation Engineering
The best unit duration of storm for a unit hydrograph is

equal to basin lag
1 hour
one-fourth of basin lag
one-half of basin lag

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Irrigation Engineering
The major resisting force in a gravity dam is

wave pressure
uplift pressure
water pressure
self-weight of dam

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