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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. When the fluid is at rest, the shear stress is

2 / 50

2. *A flow is said to be laminar when

3 / 50

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

4 / 50

4. *Viscosity of a liquid

5 / 50

5. The error 1% in measuring H will produce a

6 / 50

6. *The pressure in pipe flow is normally

7 / 50

7. *Capillary rise is proportional to

8 / 50

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

9 / 50

9. If the specific gravity of oil is 0.7, then find the density of oil

10 / 50

10. *The wetted perimeter of a channel is given by

11 / 50

11. Euler's number is the ratio of

12 / 50

12. *Barometers are used to measure

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

14 / 50

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

15 / 50

15. *To measure very low pressure, we use:

16 / 50

16. *Losses are more in

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17. A triangular notch is preferred to a rectangular notch because

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18. Liquids or fluids

19 / 50

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

20 / 50

20. If the volume of a liquid weighing 3000 kg is 4 cubic meters, then 0.75 is its

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21. In fluids, steady flow occurs when

22 / 50

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

23 / 50

23. Water hammer is a phenomenon that occurs

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

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25. *Stoke is the unit of

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

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

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28. *Piezometers are used to measure

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29. Liquids

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

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31. *Surface float is used to measure

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

33 / 50

33. When the pipes are connected in parallel, the total loss of head

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34. *Head loss increases with

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

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36. The ratio of the percentage error in the discharge and the percentage error in the measurement of head over a rectangular notch is

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

38 / 50

38. *Bernoulli's equation assumes that

39 / 50

39. Cavitations in flowing fluid occurs when

40 / 50

40. For the laminar flow through a circular pipe, the maximum velocity is

41 / 50

41. If the Froude number in open channel flow is more than 1.0, the flow is called

42 / 50

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

43 / 50

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

44 / 50

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

45 / 50

45. *The actual velocity through an orifice is........... than the theoretical velocity.

46 / 50

46. *Pressure within a soap bubble is

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47. In an open channel flow

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48. *If the velocity, pressure, density, etc., change at a point with respect to time, the flow is called

49 / 50

49. The two depths at which the specific energy is the same are called

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

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