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Irrigation Engineering

Irrigation Engineering
The Lacey's regime velocity is proportional to

Q3/4 S1/3
R1/2 S3/4
R2/3 S1/2
R3/4 S1/3

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Irrigation Engineering
Infiltration capacity

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

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Irrigation Engineering
The crest level of a canal diversion head work, depends upon

F.S.L. of the canal
Discharge perimeters
Pond level
All listed here

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Irrigation Engineering
Borrow pits should preferably be located in

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

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Irrigation Engineering
The duty is largest

at the head of water course
same at all places
on the field
at the head of a main canal

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Irrigation Engineering
The most suitable material for the central impervious core of a zoned embankment type dam is

clay mixed with fine sand
coarse sand
clay
silty clay

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