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Irrigation Engineering

Irrigation Engineering
Garnett's diagrams are used for graphical solution of design equations of a canal by

Lacey's theory
Gibb's theory
Lindlay theory
Kennedy's theory

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Irrigation Engineering
Unit of runoff in M.K.S. system is

cubic metre/sec
square metre
cubic metre
metre/sec

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Irrigation Engineering
For the upstream face of an earthen dam, the most adverse condition for stability of slope is

sloughing of slope
during construction
sudden drawdown
steady seepage

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

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

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Irrigation Engineering
S-hydrograph is used to obtain unit hydrograph of

None of these
shorter duration from longer duration
both (A) and (B)
longer duration from shorter duration

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Irrigation Engineering
Which of the following spillways is least suitable for an earthen dam ?

side channel spillway
chute spillway
ogee spillway
shaft spillway

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