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

An aqueduct

A super passage

A syphon aqueduct

A syphon

An aqueduct

A super passage

A syphon aqueduct

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Irrigation Engineering
If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

both (A) and (B)

reservoir was not full at the beginning

None of these

demand cannot be met by inflow

both (A) and (B)

reservoir was not full at the beginning

None of these

demand cannot be met by inflow

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Irrigation Engineering
Lacey's equation for calculating flood discharge in rivers, is

V = 10.8 R2/3 S1/2

V = 10.8 R1/2 S1/2

V = 10.8 R2/3 S1/3

V = 10.8 R1/3 S2/3

V = 10.8 R2/3 S1/2

V = 10.8 R1/2 S1/2

V = 10.8 R2/3 S1/3

V = 10.8 R1/3 S2/3

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

chemical water

capillary water

hydroscopic water

gravity water

chemical water

capillary water

hydroscopic water

gravity water

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Irrigation Engineering
According to Bligh's creep theory, percolating water flows along

The outline of the base of the foundation of the dam

None of these

Circular path under the foundation of the dam

Straight path under the foundation of the dam

The outline of the base of the foundation of the dam

None of these

Circular path under the foundation of the dam

Straight path under the foundation of the dam

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Irrigation Engineering
The intensity of irrigation means

Percentage of gross commanded area to be irrigated annually

Percentage of the mean of culturable commanded area and the gross commanded area to be irrigated annually

Percentage of culturable commanded area to be irrigated annually

Total depth of water supplied by the number of waterings

Percentage of gross commanded area to be irrigated annually

Percentage of the mean of culturable commanded area and the gross commanded area to be irrigated annually

Percentage of culturable commanded area to be irrigated annually

Total depth of water supplied by the number of waterings

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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 If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

Irrigation Engineering Lacey's equation for calculating flood discharge in rivers, is

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

Irrigation Engineering According to Bligh's creep theory, percolating water flows along

Irrigation Engineering The intensity of irrigation means

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
If the demand line drawn from a ridge in a flow mass curve does not intersect the curve again, it indicates that

Irrigation Engineering
Lacey's equation for calculating flood discharge in rivers, is

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

Irrigation Engineering
According to Bligh's creep theory, percolating water flows along

Irrigation Engineering
The intensity of irrigation means