Questions 21–30 of 46. Imported answers require independent review unless marked reviewed.

Topic practice 46 questionsPage 3 of 5

Question 44

Open question
CE-2MCQ2 marksNeeds review
The critical flow condition in a channel is given by ______.
[Note:

– kinetic energy correction factor;

– discharge;

– cross-sectional area of flow at critical flow condition;

– top width of flow at critical flow condition;

– acceleration due to gravity]
Your answerChoose one option.

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 answer

Question 60

Open question
ceNAT2 marksNeeds review
A hydraulic jump occurs in a 1.0 m wide horizontal, frictionless, rectangular channel, with a pre-jump depth of 0.2 m and a post-jump depth of 1.0 m. The value of g may be taken as 10 m/s

. The values of the specific force at the pre-jump and post-jump sections are same and are equal to (in m

, rounded off to two decimal places) ____________ .

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 answer

Question 19

Open question
CEMCQ1 markNeeds review
Match Column X with Column Y:
Column X
Column Y
(P) Horton equation
(I) Design of alluvial channel
(Q) Penman method
(II) Maximum flood discharge
(R) Chez’s formula
(III) Evapotranspiration
(S) Lacey’s theory
(IV) Infiltration
(T) Dicken’s formula
(V) Flow velocity
Which one of the following combinations is correct?
Your answerChoose one option.

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 answer

Question 21

Open question
CEMCQ1 markNeeds review
A rectangular channel with Gradually Varied Flow (GVF) has a change bed slope. If the change is from a steeper slope to a steep slope, the resulting GVF profile is
Your answerChoose one option.

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 answer

Question 47

Open question
CEMSQ2 marksNeeds review
Water is flowing in a horizontal, frictionless, rectangular channel. A smooth hump is built on the channel floor at a section and its height is gradually increased to reach choked condition in the channel. The depth of water at this section is

and that at its upstream section is

. The correct statement(s) for the choked and unchoked conditions in the channel is/are
Your answerSelect all correct options. You can choose more than one.

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 answer

Question 56

Open question
CENAT2 marksNeeds review
A hydraulic jump takes place in a 6 m wide rectangular channel at a point where the upstream depth is 0.5 m (just before the jump). If the discharge in the channel is 30 m

/s and the energy loss in the jump is 1.6 m, then the Froude number computed at the end of the jump is __________. (round off to two decimal places)
(Consider the acceleration due to gravity as 10 m/s

.)

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 answer

Question 58

Open question
CENAT2 marksNeeds review
Depth of water flowing in a 3 m wide rectangular channel is 2 m. The channel carries a discharge of 12 m³/s. Take

m/s².
The bed width (in m) at contraction, which just causes the critical flow, is ________ without changing the upstream water level. (round off to two decimal places)

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 answer

Question 9

Open question
CEMCQ1 markNeeds review
If water is flowing at the same depth in most hydraulically efficient triangle and rectangular channel sections then the ratio of hydraulic radius of triangle section to that of rectangular section is
Your answerChoose one option.

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 answer

Question 31

Open question
CEMCQ2 marksNeeds review
A rectangular open channel of 6 m width is carrying a discharge of 20 m

/s. Consider the acceleration due to gravity as 9.81 m/s

and assume water as incompressible and inviscid. The depth of flow in the channel at which the specific energy of the flowing water is minimum for the given discharge will then be
Your answerChoose one option.

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 answer

Question 48

Open question
CENAT2 marksNeeds review
An unlined canal under regime conditions along with a silt factor of 1 has a width of flow 71.25 m. Assuming the unlined canal as a wide channel, the corresponding average depth of flow (in m, round off to two decimal places) in the canal will be

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 answer