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Irrigation Engineering

Irrigation Engineering
The minimum size of stone that will remain at rest in a channel of longitudinal slope S and hydraulic mean depth R is given by

11RS
15 RS
7RS
4RS

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Irrigation Engineering
V and R are the regime mean velocity and hydraulic mean depth respectively in meters. Lacey's silt factor f is

2V²/5R
2V²/√3 R
3V²/4R
5V²/2R

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Irrigation Engineering
The "outlet discharge factor" is the duty at the head of

watercourse
branch canal
distributory
main canal

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Irrigation Engineering
If D is the depth of water upstream of the throat above its sill, B is the width of the throat, to achieve critical flow in an open venturi flume, the theoretical maximum flow Q, is

Q = 1.71 BD1/2
Q = 1.71 BD3/2
Q = 1/71 BD2/3
Q = 1.71 BD

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Irrigation Engineering
Infiltration capacity

changes with time
changes with both time and location
is a constant factor
changes with location

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Irrigation Engineering
Infiltration is the

both (A) and (B)
movement of water through the soil
absorption of water by soil surface
None of these

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