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71
For standing crops in undulating sandy fields, the best method of irrigation, is
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Answer: Option A
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72
The unit hydrograph due to a storm may be obtained by dividing the ordinates of the direct runoff hydrograph by
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Answer: Option B
Solution:
Understanding Unit Hydrographs:

Imagine a unit hydrograph as the standard response of a watershed (an area of land where all water drains to a common outlet) to a unit depth of rainfall. It is a tool to predict how a river will react to rainfall.

How is the unit hydrograph derived?

To derive a unit hydrograph, we isolate the effect of rainfall from the direct runoff hydrograph (DRH), which shows the flow in a river directly caused by rainfall.

What do we divide by?

We scale down the DRH to represent the response to a unit depth of rainfall. The steps are:

1. Divide the ordinates of the DRH (values at different times) by the period of the storm.

2. This ensures that the hydrograph ordinates correspond to a unit depth of rainfall excess for the specified duration.

Why not the other options?

- Direct Runoff Volume: While this shows the total runoff, dividing the DRH by volume does not yield a unit hydrograph.

- Total Rainfall: Not all rainfall contributes to runoff; some is lost to infiltration and evaporation.

- None of the above: This is incorrect because the correct method is dividing by the storm period.

Correct Answer: Option B: Period of Storm
73
The saturation line is the line up to which banks get saturated after the canal runs for some time. The saturation gradient in ordinary loam soil, is generally
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Answer: Option C
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74
Pick up the correct statement from the following:
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Answer: Option D
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75
Pick up the correct statement from the following:
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Answer: Option D
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76
Pick up the correct statement from the following:
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Answer: Option D
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77
Lacy's regime condition is obtained if
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Answer: Option D
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78
Infiltration rate is always
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Answer: Option C
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79
Which of the following methods of applying water may be used on rolling land ?
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Answer: Option D
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80
Garnett's diagrams are used for graphical solution of design equations of a canal by
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Answer: Option B
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