Home» Online Test » Civil Engineering » Hydraulics Online Test » Paper 1 » Paper 2 » Paper 3 0% Sorry, time's up. To complete the online test, please restart it. Created by Vikash 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. The viscosity of gases varies with temperature a) directly proportional b) inversely proportional c) constant d) none of the above 2 / 50 2. In a flowing liquid, a particle may possess a) potential energy b) kinetic energy c) pressure energy d) all of the above 3 / 50 3. The discharge through a V-notch weir is directly proportional to: a) the bed slope of the channel upstream b) the depth of flow c) the top width of the notch d) the angle of the notch and the depth of the flow 4 / 50 4. *Rotameter is used for measuring a) density of fluids b) value of fluids in a pipe c) discharge of fluids d) pressure in fluids 5 / 50 5. *To measure atmospheric pressure, we use a) barometers b) piezometer c) manometers d) differential manometers 6 / 50 6. One horsepower is equal to a) 1 kW b) 0.746 kW c) 0.836 kW d) 0.756 kW 7 / 50 7. *The phenomenon occurring in an open channel when a rapidly flowing stream abruptly changes to a slowly flowing stream, causing a distinct rise of the liquid surface, is a) water hammer b) hydraulic jump c) critical discharge d) all of the above 8 / 50 8. Super-critical flow occurs in a) normal slope b) mild slope c) steep slope d) all of the above 9 / 50 9. In an inclined pipe, the pressure difference at its two ends is due to a) sudden head drop at the inlet b) exit head drop c) frictional loss head d) all of the above 10 / 50 10. Flow in pipes is turbulent if the Reynolds number is a) less than 2100 b) more than 3000 c) between 2100 and 3000 d) none of the above 11 / 50 11. A substance which deforms continuously under the action of shear stress is called a) fluid b) liquid c) solid d) gas 12 / 50 12. The term z is known as a) potential energy b) pressure energy c) potential energy per unit weight d) none of the above 13 / 50 13. 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 a) path line b) stream line c) potential line d) streak line 14 / 50 14. *Pressure within a soap bubble is a) equal to vapor pressure b) less than external pressure c) more than external pressure d) equal to external pressure 15 / 50 15. The ratio of the percentage error in the discharge and the percentage error in the measurement of head over a rectangular notch is a) 1/2 b) 2/3 c) 3/2 d) 3/4 16 / 50 16. *Molecules of fluids get attracted due to a) capillary action b) surface tension c) adhesion d) cohesion 17 / 50 17. *Head loss increases with a) an increase in velocity b) a decrease in velocity c) a decrease in length of the pipe d) an increase in the diameter of the pipe 18 / 50 18. To avoid an interruption in the flow of a siphon, the air vessel is provided a) at the inlet b) at the outlet c) at the summit d) at the point between the inlet and outlet 19 / 50 19. In the case of leveling by a level pipe, the level is indicated by a) upper face b) middle face c) lower face d) all of the above 20 / 50 20. *If the velocity, pressure, density, etc., change at a point with respect to time, the flow is called a) uniform b) compressible c) unsteady d) incompressible 21 / 50 21. *A flow is said to be laminar when a) the fluid particles move in a zig-zag way b) the Reynolds number is high c) the fluid particles move in layers parallel to the boundary d) none of the above 22 / 50 22. *Venturimeter is used to measure a) rate of flow b) velocity c) depth of flow d) all of the above 23 / 50 23. The ratio of the mean velocity to the surface velocity in open channels is equal to a) 0.55 b) 0.75 c) 0.88 d) 1.75 24 / 50 24. *Viscosity of a liquid a) drops with temperature b) rises with temperature c) does not vary with temperature d) remains constant up to a certain temperature 25 / 50 25. The capillary rise or fall of the liquid is given by a) h = σ cos θ / 4ρgd b) h = 4σ cos θ / ρgd c) h = 8σ cos θ / ρgd d) none of the above 26 / 50 26. If the Froude number in open channel flow is less than 1.0, the flow is called a) critical flow b) super-critical flow c) sub-critical flow d) none of the above 27 / 50 27. The error 1% in measuring H will produce a a) 1% b) 1.5% c) 2% d) 2.5% 28 / 50 28. The upward water pressure at the base of the structure is called a) up b) down c) uplist d) downlift 29 / 50 29. A triangular notch is preferred to a rectangular notch because a) only one reading is required b) its formula is simple to remember c) it gives more accurate results for low discharge (Q≤100m^3/sec) d) it measures a wide range of flows accurately 30 / 50 30. The Manning's formula for flow in an open channel is given by a) v = n R^2/3 S^1/2 b) none of the above c) v = 1/n R^2/3 S^1/2 d) v = 1/n R^1/2 S^2/3 31 / 50 31. *The energy possessed by a fluid by virtue of its existing pressure is called a) elevation energy b) kinetic energy c) potential energy d) all of the above 32 / 50 32. *Cipolleti weir is a a) rectangular weir whose length is kept 3 times the height of the water above the sill b) triangular weir, whose notch angle is 90° c) trapezoidal weir, whose sides slope 1 horizontal to 4 verticals d) a combination of rectangular and triangular weirs 33 / 50 33. Chazy's formula is used to determine a) head loss due to friction in pipes b) velocity of flow in pipe c) velocity of flow in channels d) none of the above 34 / 50 34. From a nozzle exposed to the atmosphere, the liquid jet traverses a) a straight line b) a circular path c) a parabolic path d) an elliptical path 35 / 50 35. If the density of a fluid changes from point to point in a flow region, it is called a) steady flow b) unsteady flow c) non-uniform flow d) compressible flow 36 / 50 36. Hydraulic gradient line for an open flow channel is a) below water level b) same as water level c) above water level d) all of the above 37 / 50 37. An intensifier is used to increase a) pressure b) temperature c) energy d) none of the above 38 / 50 38. In the case of vortex flow, the level of water at the center is a) higher than circumference b) lower than circumference c) same as circumference d) all of the above 39 / 50 39. *Capillary rise is proportional to a) surface tension b) unit weight of water c) diameter of the pipe d) none of the above 40 / 50 40. *The actual velocity through an orifice is........... than the theoretical velocity. a) more b) less c) equal d) not defined 41 / 50 41. *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 a) hydraulic jump b) standing wave c) both (a) and (b) above d) water cushion 42 / 50 42. A siphon is used a) to connect water reservoirs at different levels intervened by a hill b) to supply water to a town from a higher level to a lower level c) to fill up a tank with water at a higher level from a lower level d) none of the above 43 / 50 43. *An ideal flow of a liquid obeys a) continuity equation b) Newton's second law of viscosity c) Newton's second law of motion d) dynamic viscosity 44 / 50 44. *The magnitude of capillary rise is more in: a) silts b) sands c) clays d) gravels 45 / 50 45. The most efficient channel section is a) semi-circular b) rectangular c) triangular d) trapezoidal 46 / 50 46. *Surface tension is the force a) per unit length b) per unit area c) per unit volume d) all of the above 47 / 50 47. Head loss due to friction in a pipe is given by the Darcy-Weisbach equation a) h_f = 4fLV^2/2gd b) h_f = fLV^2/2gd c) h_f = 0.5V^2 / 2g d) h_f = (v_1-v_2)^2 / 2g 48 / 50 48. 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) a) 2Rθ b) 3Rθ c) 4Rθ d) all of the above 49 / 50 49. The ratio of the inertia and gravitational force acting in any flow, ignoring other forces, is called a) Euler number b) Froude number c) Reynolds number d) Weber number 50 / 50 50. Total pressure on the top of a closed cylindrical vessel completely filled with liquid is directly proportional to a) radius b) (radius)^2 c) (radius)^3 d) (radius)^4 Please provide accurate information so we can send your Achievement Certificate by mail. NameEmailPhone Number Your score isShare your achievement! LinkedIn Facebook 0% Restart Test Please provide your feedback. Thank you for your valuable feedback. Send feedback Buy Hydraulics MCQ PDF for Offline Study