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
  • Certificate: Yes
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1. *In flow, the liquid particles may possess

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2. *Bernoulli's equation is applied to

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3. *Cipolleti weir is a

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4. *Cipolletti weir is a trapezoidal weir having a side slope of

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

6 / 50

6. Hooke's law for solids is analogous to

7 / 50

7. The attraction among different particles of the same material is

8 / 50

8. A fluid particle may possess the displacement of

9 / 50

9. *An orifice is called a large orifice if the water head is

10 / 50

10. At the vena contracta, the jet has the minimum cross-sectional area, and so the velocity of the liquid at this section will be

11 / 50

11. Hydrostatic pressure on a dam depends upon its

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12. When the water level on the downstream side of a weir is above the top surface of a weir, the weir is known as:

13 / 50

13. *The hydraulic ram is a pump that works on

14 / 50

14. *Head loss increases with

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15. Practical fluids possess

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16. *Total energy line (T.E.L) represents the sum of

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

18 / 50

18. For the same specific force, the two depths at which the same discharge occurs are called

19 / 50

19. Hydraulic gradient line for an open flow channel is

20 / 50

20. *The main assumption of Bernoulli's equation is

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21. *The imaginary line joining each head of water is called

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22. *Molecules of fluids get attracted due to

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23. Cavitations in flowing fluid occurs when

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24. Flow in pipes is turbulent if the Reynolds number is

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25. "Manning's formula is used for

26 / 50

26. ........ is defined as the maximum increase in water level in the path of the flow of water

27 / 50

27. *The magnitude of water hammer depends upon

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28. 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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29. If the Froude number in open channel flow is less than 1.0, the flow is called

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30. *Which of the following statements is valid?

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31. *The difference between the total energy line and the hydraulic gradient line is

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32. Discharge over an ogee weir remains the same as that of

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33. For a circular channel, the wetted perimeter is given by (where θ=half the angle subtended by the water at the center and R= radius of circular channel)

34 / 50

34. 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

35 / 50

35. *If a pitot tube is placed with its nose facing sideways, the liquid

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36. *The pressure in pipe flow is normally

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37. *The hydraulic ram is a device

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38. Mass density of liquid (p) is given by

39 / 50

39. The viscosity of liquids varies with temperature

40 / 50

40. In the case of vortex flow, the level of water at the center is

41 / 50

41. *Hydraulic gradient line (H.G.L.) represents the sum of

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42. *The upper surface of the weir over which water flows is known as:

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43. *The discharge through a rectangular channel is maximum when

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44. *If the volume of liquid weighing 3000 kg is 4 cubic meters, then the specific gravity is

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45. *Surface tension is the force

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46. *The energy possessed by a fluid by virtue of its existing pressure is called

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47. Falling drops of water become spheres due to

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48. *Orifice-meter is used to measure:

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49. Hydraulic gradient line and total energy line are

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50. The water immediately downstream of the conduit or weir is called

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