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# Fluid Mechanics - 2

## 20 Questions MCQ Test GATE Mechanical (ME) 2022 Mock Test Series | Fluid Mechanics - 2

Description
This mock test of Fluid Mechanics - 2 for GATE helps you for every GATE entrance exam. This contains 20 Multiple Choice Questions for GATE Fluid Mechanics - 2 (mcq) to study with solutions a complete question bank. The solved questions answers in this Fluid Mechanics - 2 quiz give you a good mix of easy questions and tough questions. GATE students definitely take this Fluid Mechanics - 2 exercise for a better result in the exam. You can find other Fluid Mechanics - 2 extra questions, long questions & short questions for GATE on EduRev as well by searching above.
QUESTION: 1

### Two pipe systems are said to be equivalent when

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*Answer can only contain numeric values
QUESTION: 2

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QUESTION: 3

### Water (S = 1, μ = 1 centipoise) flows under pressure through of a pipe of 1 cm diameter at a velocity of 60 cm/min. What would be the head loss per km length of the pipe?

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QUESTION: 4

The Dray-Weisbach equation for head loss is valid

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QUESTION: 5

For a solid sphere falling under gravity at terminal velocity in a fluid.

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QUESTION: 6

For uniform flow in a channel

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QUESTION: 7

The relationship between Manning’s coefficient ‘n’ and Chezy’s coefficient 'c' is given by

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QUESTION: 8

If the specific energy at the upstream section of a rectangular channel is 3 m and minimum specific energy is 2.5 m, the maximum height of hump without causing afflux will be

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QUESTION: 9

For a steep slope profile S1, the type of flow will be

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QUESTION: 10

Pick up the incorrect statement with respect to critical flow

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QUESTION: 11

The critical depth of flow in a most economical triangular channel section for a discharge of 1 m 3/sec is given by

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QUESTION: 12

If the depth of flow in a channel is 1 m and velocity of flow is 2 m/sec. then the velocity with which an elementary wave can travel down stream

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QUESTION: 13

Figure below shoes gradually varied flow in an open chennal with a brake in bed slope Types of water surface profiles occuring from left to right is

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QUESTION: 14

Which one of the following pairs of situations and types of water surface profiles is not correctly matched?

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QUESTION: 15

A discharge of 3.0 m3/s flows in a canal, 2 m side, at a depth of 1.2 m. If the width of the canal is reduced to 1.5 m by a canal transition, then the neglecting losses, the depth of flow after the contraction will be

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QUESTION: 16

A hydraulically efficient trapezoidal section of open channel flow carries water at the optimal depth of 0.6m.Chezy coefficient is 75 and bed slope is 1 in 250. What is the discharge through the channel?

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QUESTION: 17

Common Data Questions (32 and 33):
A smooth flat plate with a sharp leading edge is placed along a gas free stream flowing at U = 10 m/s. The thickness of the boundary layer at section r-s is 10 mm, the breadth of the plate is 1 m (into the paper) and the density of the gas, p = 1.0 kg/m3 . Assume that the boundary layer is thin, two - dimensional, and follows a linear velocity distribution, u = U (y/δ), at the section r-s, where y is the height from plate. Q. The mass flow rate in Kg/s accros the section q-r is

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QUESTION: 18

A smooth flat plate with a sharp leading edge is placed along a gas free stream flowing at U = 10 m/s. The thickness of the boundary layer at section r-s is 10 mm, the breadth of the plate is 1 m (into the paper) and the density of the gas, p = 1.0 kg/m3 . Assume that the boundary layer is thin, two - dimensional, and follows a linear velocity distribution, u = U (y/δ), at the section r-s, where y is the height from plate. Q. The integrated drag force in N on the plate, between p-s, is

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QUESTION: 19

Linked Data Questions (34 and 35):
Consider fully developed, laminar flow in a circular pipe of radius ‘R’ .The centre - line velocity of the flow is Um.

Q. The velocity u at a radial distance r from the center line of the pipe is given by

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QUESTION: 20

Consider fully developed, laminar flow in a circular pipe of radius ‘R’ .The centre - line velocity of the flow is Um

Q.The value of the radial distance from the centre line of the pipe at which the velocity would be equal to the average velocity of the flow is

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