Hydraulics Online Test - Paper 3 » Expert Quiz Test
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Hydraulics Online Test – Paper 3

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Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

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  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
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1. Cavitations is collapsed by

2 / 50

2. *Surface float is used to measure

3 / 50

3. The pressure less than atmospheric pressure is known as

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4. Water belongs to

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5. To avoid an interruption in the flow of a siphon, the air vessel is provided

6 / 50

6. If the Froude number in open channel flow is equal to 1.0, the flow is called

7 / 50

7. *The upper surface of the notch over which water flows is known as

8 / 50

8. *Molecules of fluids get attracted due to

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9. *Head loss increases with

10 / 50

10. *Pressure within a soap bubble is

11 / 50

11. *The rise of the water table, which takes place due to the transformation of the unstable shooting flow (super-critical) to the stable streaming is called

12 / 50

12. Pick up the correct statement from the following

13 / 50

13. *The specific weight of water 1000 kg/m^3

14 / 50

14. The continuity equation

15 / 50

15. The phenomenon of rising of a liquid surface in a tube of small diameter relative to the adjacent normal level of the liquid is known as

16 / 50

16. Weber number is the ratio of inertia force to

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17. In the case of a broad-crested weir, the depth of water h at the end of the still is given by

18 / 50

18. *The most economical section of a circular channel for the maximum velocity is when

19 / 50

19. In the case of leveling by a level pipe, the level is indicated by

20 / 50

20. *Back water curve is caused if there is a

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21. Hydrostatic pressure on a dam depends upon its

22 / 50

22. Find the capillary rise/fall in a glass tube when immersed in mercury with the following given data: surface tension, σ = 0.52 gmf/cm, angle of contact, θ = 130°, S.G. of mercury = 13.6, diameter of the pipe = 2.5 mm.

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23. In an open channel flow

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24. To ensure that water does not rise more than 100 cm above the crest, for a discharge of 5.00 m^3/sec, the length of the weir will be (Cd = 0.62)

25 / 50

25. *Chazy's formula is given by

26 / 50

26. *The equation of continuity of fluids is applicable only if

27 / 50

27. The imaginary line drawn such that the tangents at its all points indicate the direction of the velocity of the fluid particle at each point is called

28 / 50

28. *Bernoulli's theorem deals with the law of conservation of

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29. *Hydraulic gradient is equal to

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30. In an open channels the analysis of a sugar is done by using

31 / 50

31. Total pressure on the top of a closed cylindrical vessel completely filled with liquid is directly proportional to

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32. If the density of a fluid is constant from point to point in a flow region, it is called

33 / 50

33. Specific weight of sea water is more than that of pure water because of

34 / 50

34. *If the volume of a liquid weighing 2400 kg is 3 cubic meters, then 0.8 is its:

35 / 50

35. The profile of rising water on the upstream side of the dam is called

36 / 50

36. Velocity of flow may be determined using:

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37. The most efficient channel section is

38 / 50

38. Head loss due to friction in a pipe is given by the Darcy-Weisbach equation

39 / 50

39. The pressure difference between inside and outside of a droplet of water is given by (Where σ is surface tension and d is the diameter of the droplet.)

40 / 50

40. The Manning's formula for flow in an open channel is given by

41 / 50

41. Euler's number is the ratio of

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42. In fluids, steady flow occurs when

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43. *The hydraulic ram is a device

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44. *The floating method is used for the measurement of

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45. Poise is the unit of

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46. *The condition for the maximum velocity and discharge is given by (closed flow)

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47. A substance which deforms continuously under the action of shear stress is called

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48. *The discharge passing through the crest having a length of 1.25m, a height of the flow of water 0.25m, and Cd = 0.035 is

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49. *A stepped notch is a combination of

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50. The basic head loss in a long pipe is:

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