Questions 41–46 of 46. Imported answers require independent review unless marked reviewed.

Topic practice 46 questionsPage 5 of 5

Question 39

Open question
CENAT2 marksNeeds review
Variation of water depth (

) in a gradually varied open channel flow is given by the first order differential equation

Given initial condition:

m. The depth (in m, up to three decimal places) of flow at a downstream section at

m from one calculation step of Single Step Euler Method is _____

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Question 50

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CENAT2 marksNeeds review
In a laboratory, a flow experiment is performed over a hydraulic structure. The measured values of discharge and velocity are 0.05 m³/s and 0.25 m/s, respectively. If the full scale structure (30 times bigger) is subjected to a discharge of 270 m³/s, then the time scale (model to full scale) value (up to two decimal places) is _____

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Question 7

Open question
CE-2MCQ1 markNeeds review
If a centrifugal pump has an impeller speed of

(in rpm), discharge

(in m³/s) and the total head

(in m), the expression for the specific speed

of the pump is given by
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Question 31

Open question
CEMCQ2 marksNeeds review
A 1 m wide rectangular channel has a bed slope of 0.0016 and the Manning’s roughness coefficient is 0.04. Uniform flow takes place in the channel at a flow depth of 0.5 m. At a particular section, gradually varied flow (GVF) is observed and the flow depth is measured as 0.6 m. The GVF profile at that section is classified as
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Question 46

Open question
CE-2NAT2 marksNeeds review
A 1 m wide rectangular channel carries a discharge of 2 m

/s. The specific energy-depth diagram is prepared for the channel. It is observed in this diagram that corresponding to a particular specific energy, the subcritical depth is twice the supercritical depth. The subcritical depth (in meters, up to two decimal places) is equal to

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Question 48

Open question
CENAT2 marksNeeds review
A sluice gate used to control the flow in a horizontal channel of unit width is shown in the figure.
Diagram for Civil Engineering question 48

It is observed that the depth of flow is 1.0 m upstream of the gate, while the depth is 0.2 m downstream of the gate. Assuming a smooth flow transition across the sluice gate, i.e., without any energy loss, and the acceleration due to gravity as 10 m/s

, the discharge (in m

/s, up to two decimal places) passing under the sluice gate is

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