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

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Posted By: JP September 10, 2019

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!!!
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1. A syphon is used
2. The shear stress distribution in viscous fluid through a circular pipe is :
3. Differential manometers are used to measure
4. The horizontal component of the force on a curved surface is equal to
5. A piezometer opening in pipes measures
6. 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
7. The momentum correction factor (β) for the viscous flow through a circular pipe is
8. The maximum vacuum created at the summit of a syphon is
9. The side slope of Cipolletti weir is generally kept
10. The ratio of maximum velocity to average velocity of viscous fluid through a circular pipe is
11. When a body is totally or partially immersed in a fluid, it is buoyed up by a force equal
12. Maximum efficiency of transmission of power through a pipe, is
13. Most economical section of a circular channel for maximum discharge
14. Hydrostatic pressure on a dam depends upon its
15. Reynold number is the ratio of initial force and
16. The thickness of a sharp crested weir is kept less than
17. A pitot tube is used to measure
18. Highest dam in India, is
19. If the total head of the nozzle of a pipe is 37.5 m and discharge is 1 cumec, the power generated is
20. A short tube mouthpiece will not run full at its outlet if the head under which the orifice works, is
21. An independent mass of a fluid does not posses
22. Unit of kinematic viscosity is
23. 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
24. An ideal flow of a liquid obeys
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







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