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Irrigation Engineering

Irrigation Engineering
For a proportional outlet, the flexibility is

zero
greater than 1
1
between zero and 1

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Irrigation Engineering
The relation between probability (P) and recurrence interval (T) is given by

PT2 = 1
PT = 1
P/T2 = 1
P/T = 1

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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)
None of these
demand cannot be met by inflow
reservoir was not full at the beginning

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Irrigation Engineering
A hyetograph is a graphical representation of

cumulative rainfall and time
rainfall intensity and time
rainfall depth and time
discharge and time

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Irrigation Engineering
The maximum average depth due to one day storm over an area of 100 km2 is 100 mm. Depth-Area-Duration (DAD) curves indicate that for the same area of 100 km2 the maximum average depth for a 3 hour storm will be

more than 100 mm
less than 100 mm
None of these
100 mm

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Irrigation Engineering
A fall in a canal bed is generally provided, if

None of these
Designed bed slope exceeds the ground slope
Ground slope is practically the same as the designed bed slope
Ground slope exceeds the designed bed slope

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