Civil Engineering
GATE CE topic:hydraulics PYQs
Build your understanding with focused practice from past exam papers.
Questions 31–40 of 46. Imported answers require independent review unless marked reviewed.
Question 24
Open questionCENAT1 markNeeds review
A 4 m wide rectangular channel carries 6 m³/s of water. The Manning’s ‘n’ of the open channel is 0.02. Considering g = 9.81 m/s², the critical velocity of flow (in m/s, round off to two decimal places) in the channel is ________.
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 36
Open questionCEMCQ2 marksNeeds review
Water flows at the rate of 12 m³/s in a 6 m wide rectangular channel. A hydraulic jump is formed in the channel at a point where the upstream depth is 30 cm (just before the jump). Considering acceleration due to gravity as 9.81 m/s² and density of water as 1000 kg/m³, the energy loss in the jump is
Your answerChoose one option.
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 50
Open questionCENAT2 marksNeeds review
A hydraulic jump occurs in a triangular (V-shaped) channel with side slopes 1:1 (vertical to horizontal). The sequent depths are 0.5 m and 1.5 m. The flow rate (in m³/s, round off to two decimal places) in the channel is _____.
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 13
Open questionCEMCQ1 markNeeds review
In a rectangular channel, the ratio of the velocity head to the flow depth for critical flow condition, is
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Open questionCEMCQ2 marksNeeds review
Consider the hemi-spherical tank of radius 13
as shown in the figure (not drawn to scale). What is the volume of water (in
) when the depth of water at the centre of the tank is 6
? 
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Open questionCEMCQ2 marksNeeds review
A rectangular open channel has a width of 5
and a bed slope of 0.001. For a uniform flow of depth 2
, the velocity is 2
. The Manning’s roughness coefficient for the channel isYour answerChoose one option.
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You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 48
Open questionCENAT2 marksNeeds review
At the foot of a spillway, water flows at a depth of 23 cm with a velocity of 8.1 m/s, as shown in the figure.

The flow enters as an M-3 profile in the long wide rectangular channel with bed slope =
and Manning’s
. A hydraulic jump is formed at a certain distance from the foot of the spillway. Assume the acceleration due to gravity,
. Just before the hydraulic jump, the depth of flow
(in m, round off to 2 decimal places) is ________Log in to check the answer
You can attempt this question now. Sign in to view the answer key, explanations and discussion.Log in to check answerQuestion 13
Open questionCEMCQ1 markNeeds review
For a given discharge in an open channel, there are two depths which have the same specific energy. These two depths are known as
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Open questionCENAT1 markNeeds review
A 10 m wide rectangular channel carries a discharge of 20 m
/s under critical condition. Using g = 9.81 m/s
, the specific energy (in m, up to two decimal places) is ______Log in to check the answer
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Open questionCEMCQ2 marksNeeds review
In a 5 m wide rectangular channel, the velocity
distribution in the vertical direction
is given by
. The distance
is measured from the channel bed. If the flow depth is 2 m, the discharge per unit width of the channel isYour answerChoose one option.
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