Questions 31–40 of 46. Imported answers require independent review unless marked reviewed.

Topic practice 46 questionsPage 4 of 5

Question 24

Open question
CENAT1 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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Question 36

Open question
CEMCQ2 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
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Question 50

Open question
CENAT2 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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Question 13

Open question
CEMCQ1 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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Question 27

Open question
CEMCQ2 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

?
Diagram for Civil Engineering question 27

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Question 28

Open question
CEMCQ2 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 is
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Question 48

Open question
CENAT2 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.
Diagram for Civil Engineering question 48

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 ________

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Question 13

Open question
CEMCQ1 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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Question 23

Open question
CENAT1 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 ______

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Question 34

Open question
CEMCQ2 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 is
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