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Irrigation Engineering

Irrigation Engineering
If the optimum depth of kor watering for a crop is 15.12 cm, the outlet factor for the crop for four week period in hectares per cumec, is

1700
1500
1400
1600

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Irrigation Engineering
A fall which maintains its depth, is

A low weir fall
A trapezoidal notch fall
All listed here
A rectangular notch fall

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Irrigation Engineering
A river bend characterized by silting

scouring on convex side and on concave side
silting on convex side
scouring on concave side
scouring on concave side and silting on convex side

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Irrigation Engineering
The uplift pressure on the face of a drainage gallery in a dam is taken as

None of these
two-third of hydrostatic pressure at toe plus one-third of hydrostatic pressure at heel
hydrostatic pressure at toe
average of hydrostatic pressure at toe and heel

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Irrigation Engineering
The depth of the crest of a scouring sluice below the crest of a head regulator, is generally kept

1.20 m
0.20 m
3.20 m
2.20 m

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Irrigation Engineering
S-hydrograph is used to obtain unit hydrograph of

longer duration from shorter duration
shorter duration from longer duration
None of these
both (A) and (B)

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