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[Mock Test] Hydraulics Mock test – 2 | Civil Engineering Online Tests

Here you can access very important online free Civil Engineering Mock test in the topic of Hydraulics. This test will be very useful for all kind of examinations such as SSC JE, ESE, GATE, State Level Assistant Engineers, Central Level Assistant Engineers and PSUs exams.

Welcome to your Hydraulics Mock test - 2
Take an exciting test in Hydraulics
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!

Highest dam in India, is

1 out of 25

The phenomenon occuring in an open channel when a rapidly flowing stream abruptly changes to a slowly flowing stream causing a distinct rise of liquid surface, is

2 out of 25

An ideal flow of a liquid obeys

3 out of 25

A pitot tube is used to measure

4 out of 25

A syphon is used

5 out of 25

The shear stress distribution in viscous fluid through a circular pipe is :

6 out of 25

When a body is totally or partially immersed in a fluid, it is buoyed up by a force equal

7 out of 25

A piezometer opening in pipes measures

8 out of 25

The maximum vacuum created at the summit of a syphon is

9 out of 25

Hydrostatic pressure on a dam depends upon its

10 out of 25

The radius of gyration of the water line of a floating ship is 4 m and its metacentric height is 72.5 cm. The period of oscillation of the ship, is

11 out of 25

Maximum efficiency of transmission of power through a pipe, is

12 out of 25

The thickness of a sharp crested weir is kept less than

13 out of 25

The momentum correction factor (β) for the viscous flow through a circular pipe is

14 out of 25

A short tube mouthpiece will not run full at its outlet if the head under which the orifice works, is

15 out of 25

Unit of kinematic viscosity is

16 out of 25

Differential manometers are used to measure

17 out of 25

If the total head of the nozzle of a pipe is 37.5 m and discharge is 1 cumec, the power generated is

18 out of 25

Most economical section of a circular channel for maximum discharge

19 out of 25

The ratio of maximum velocity to average velocity of viscous fluid through a circular pipe is

20 out of 25

The side slope of Cipolletti weir is generally kept

21 out of 25

Reynold number is the ratio of initial force and

22 out of 25

The horizontal component of the force on a curved surface is equal to

23 out of 25

An independent mass of a fluid does not posses

24 out of 25

A tank 4m x 3m x 2m containing an oil of specific gravity 0.83 is moved with an acceleration g/2 m sec2. The ratio of the pressures at its bottom when it is moving vertically up and down, is

25 out of 25

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