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Irrigation Engineering

Irrigation Engineering
Seepage through foundation in an earthen dam is controlled by providing

horizontal blanket
impervious cut off
chimney drain
rock toe

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Irrigation Engineering
For standing crops in undulating sandy fields, the best method of irrigation, is

Sprinkler irrigation
Free flooding
Furrow method
Check method

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Irrigation Engineering
Bed bars in a canal are provided

To watch the general behavior of canal
To raise the supply level
To control the silting
To measure the discharge

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Irrigation Engineering
For wave action in dams, the maximum height of freeboard is generally taken to be equal to (where hw is height of wave.)

1.50 hw
1.25 hw
0.5 hw
0.75 hw

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Irrigation Engineering
If H and d are the water depth and drop in the bed level at a Sarda fall, the width B of the trapezoidal crest, is given by

B = 0.44 √(H + d)
B = 0.55 √(H + d)
B = 0.22 √(H + d)
B = 0.33 √(H + d)

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Irrigation Engineering
A hydroelectric scheme operating under a head of 80 m will be classified as

high head scheme
medium head scheme
None of these
low head scheme

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