While deciding the alignment of a proposed canal taking off from a river at B, three alignments of approximately equal lengths are available. These cross a drainages at C1, C2 and C3 where drainage bed levels C1 > C2 > C3, you will provide at site C3

Irrigation Engineering
While deciding the alignment of a proposed canal taking off from a river at B, three alignments of approximately equal lengths are available. These cross a drainages at C1, C2 and C3 where drainage bed levels C1 > C2 > C3, you will provide at site C3

A syphon aqueduct

A syphon

An aqueduct

A super passage

A syphon aqueduct

A syphon

An aqueduct

A super passage

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Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

chemical water

hydroscopic water

gravity water

capillary water

chemical water

hydroscopic water

gravity water

capillary water

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Irrigation Engineering
Irrigation canals are generally aligned along

Valley line

Contour line

Ridge line

Straight line

Valley line

Contour line

Ridge line

Straight line

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Irrigation Engineering
The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

Load factor

Utilization factor

Both load and plant factor

Plant factor

Load factor

Utilization factor

Both load and plant factor

Plant factor

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Irrigation Engineering
For a standing crop, the consumptive use of water is equal to the depth of water

Evaporated by the crop

Transpired and evaporated by the crop

Used by the crop in transpiration, evaporation and also the quantity of water evaporated from adjacent soil

Transpired by the crop

Evaporated by the crop

Transpired and evaporated by the crop

Used by the crop in transpiration, evaporation and also the quantity of water evaporated from adjacent soil

Transpired by the crop

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Irrigation Engineering
The most suitable section of a lined canal, is

Triangular section with circular bottom for small canals

Both (a) and (b)

None of these

Trapezoidal section with rounded corners for large canals

Triangular section with circular bottom for small canals

Both (a) and (b)

None of these

Trapezoidal section with rounded corners for large canals

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Irrigation Engineering

Irrigation Engineering While deciding the alignment of a proposed canal taking off from a river at B, three alignments of approximately equal lengths are available. These cross a drainages at C1, C2 and C3 where drainage bed levels C1 > C2 > C3, you will provide at site C3

Irrigation Engineering The water utilizable by plants is available in soils mainly in the form of

Irrigation Engineering Irrigation canals are generally aligned along

Irrigation Engineering The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

Irrigation Engineering For a standing crop, the consumptive use of water is equal to the depth of water

Irrigation Engineering The most suitable section of a lined canal, is

Irrigation Engineering
While deciding the alignment of a proposed canal taking off from a river at B, three alignments of approximately equal lengths are available. These cross a drainages at C1, C2 and C3 where drainage bed levels C1 > C2 > C3, you will provide at site C3

Irrigation Engineering
The water utilizable by plants is available in soils mainly in the form of

Irrigation Engineering
Irrigation canals are generally aligned along

Irrigation Engineering
The ratio of the average load to the installed capacity of the plant whose reserve capacity is zero will be equal to

Irrigation Engineering
For a standing crop, the consumptive use of water is equal to the depth of water

Irrigation Engineering
The most suitable section of a lined canal, is