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Irrigation Engineering

Irrigation Engineering
To hold hydraulic jumps, baffle walls are provided in

Sarda type falls
Montague type falls
English type falls
Vertical type falls

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Irrigation Engineering
To determine the discharge at a section in a stream from its rating curve, the required data are
i) slope of water surface at the section
ii) stage at the section
iii) current meter readings at the section
The correct answer is

only (ii)
(ii) and (iii)
(i) and (ii)
only (iii)

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Irrigation Engineering
The velocity of drainage water in the barrels of a syphon-aqueduct, is normally limited to

2 to 3 m per second
3 to 4 m per second
4 to 5 m per second
1 to 2 m per second

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Irrigation Engineering
To control the silt entry into a distributary at head regulator, King's vanes are provided which are the walls

Of R.C.C. or steel plate 8 cm thick
Of height ⅓rd to ¼th the depth of water in the main canal
All listed here
Spaced at interval of 1½ times their heights

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Irrigation Engineering
Presence of tail water in a gravity dam
i) increases the principal stress
ii) decreases the principal stress
iii) increases the shear stress
iv) decreases the shear stress
The correct answer is

(ii) and (iii)
(ii) and (iv)
(i) and (iii)
(i)and(iv)

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Irrigation Engineering
According to Lacey, in regime conditions

Silt is kept in suspension by vertical components of eddies
Both (a) and (b)
Entire cross-section of the channel is generated at all points by the forces normal to the
Neither (a) nor (b)

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