Hydraulics Online Test - Paper 3 » Expert Quiz Test
GKaim: Measure. Improve. Achieve.

Hydraulics Online Test – Paper 3

0%
Created by 83a36dcfd5c4caff12bc80f0020c9c749e12cbbbdb7c406dc1dd39996cb85836?s=32&d=monsterid&r=g gkaimVikash chaudhary

This is a FREE online test. Beware of scammers who ask for money to attend this test.

Get fresh, new questions in each attempt.

  • Total Questions: 50
  • Time Allotted: 50 minutes
  • Passing Score: 70%
  • Randomization: Yes
  • Certificate: Yes
  • Do not refresh the page!
  • 👍 All the best!

1 / 50

1. If the velocity in a fluid flow changes with respect to the length of the direction of the flow, it is called

2 / 50

2. *In flow, the liquid particles may possess

3 / 50

3. The term z is known as

4 / 50

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

5 / 50

5. *The hydraulic ram is a device

6 / 50

6. Total head of a particle in motion is the sum of

7 / 50

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

8 / 50

8. The hydrostatic force exerted by 2 m deep water on the gate downstream is equal to

9 / 50

9. The viscosity of liquids varies with temperature

10 / 50

10. *If a pitot tube is placed with its nose facing downstream, the liquid

11 / 50

11. *The atmospheric pressure varies with

12 / 50

12. Super-critical flow occurs in

13 / 50

13. *An ideal flow of a liquid obeys

14 / 50

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

15 / 50

15. *Head loss increases with

16 / 50

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

17 / 50

17. *The orifice used for low discharge is

18 / 50

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

19 / 50

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

20 / 50

20. *Hydraulic gradient line (except siphon)

21 / 50

21. *Molecules of fluids get attracted due to

22 / 50

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

23 / 50

23. 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)

24 / 50

24. 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

25 / 50

25. The maximum velocity in an open channel occurs

26 / 50

26. If fluid or flow parameters at any given instant remain the same at every point in space, it is called:

27 / 50

27. *If the velocity in a fluid flow does not change with respect to the length of the direction of flow, it is called

28 / 50

28. A fluid particle may possess the displacement of

29 / 50

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

30 / 50

30. *To measure atmospheric pressure, we use

31 / 50

31. *Bernoulli's equation is applied to

32 / 50

32. *The discharge through a trapezoidal channel is maximum when

33 / 50

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

34 / 50

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

35 / 50

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

36 / 50

36. Specific weight of liquid

37 / 50

37. Hydrostatic pressure on a dam depends upon its

38 / 50

38. 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)

39 / 50

39. Practical fluids possess

40 / 50

40. *Pressure within a soap bubble is

41 / 50

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

42 / 50

42. Open channel flow is

43 / 50

43. If the pressure is applied to the surface of a liquid, the liquid transmits the pressure equally in all directions is given by

44 / 50

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

45 / 50

45. *If the velocity of fluid particles varies from point to point in magnitude and direction, as well as from instant to instant, the flow is said to be

46 / 50

46. "Maximum efficiency of power transmission through a pipe is

47 / 50

47. The discharge through a V-notch weir is directly proportional to:

48 / 50

48. *The width of a weir with end contraction is

49 / 50

49. The ratio of the mean velocity to the surface velocity in open channels is equal to

50 / 50

50. For a long pipe, the head loss

Please provide accurate information so we can send your Achievement Certificate by mail.

Your score is

Share your achievement!

LinkedIn Facebook
0%

Please provide your feedback.

Thank you for your valuable feedback.

Subscribe
Notify of
guest
0 Comments
Scroll to Top