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 upper surface of the weir over which water flows is known as a) crest b) notch c) top level d) none of the above 2 / 50 2. A ideal fluid a) is frictionless and incompressible b) obey Newton's law of viscosity c) is similar to gas d) is very viscous 3 / 50 3. 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 4 / 50 4. *The float method is used to measure a) the discharge in an open channel b) the velocity in an open channel c) discharge open in an open channel d) all of the above 5 / 50 5. 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 6 / 50 6. *The actual velocity through an orifice is........... than the theoretical velocity. a) more b) less c) equal d) not defined 7 / 50 7. Mass density of liquid (p) is given by a) p = mass/volume b) p = metric slug/m^2 c) p = kgsec^3/m^4 d) all of the above 8 / 50 8. *Manometers are used to measure a) pressure in water channels, pipes, etc. b) difference in pressure at two points c) atmospheric pressure d) very low pressure 9 / 50 9. *The term v^2/2g is known as a) kinetic energy b) pressure energy c) kinetic energy per unit weight d) none of the above 10 / 50 10. 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 11 / 50 11. The upward water pressure at the base of the structure is called a) up b) down c) uplist d) downlift 12 / 50 12. In fluids, steady flow occurs when a) the condition of flow change steadily with time b) the condition of flow do not change with time c) the condition of flow remains the same at adjacent points d) the velocity vector remains constant at a point 13 / 50 13. *Bernoulli's theorem deals with the law of conservation of a) energy b) all of the above c) mass d) momentum 14 / 50 14. The section of the Jet leaving an orifice, having the minimum cross-section area, is called a) orifice meter b) venturimeter c) mouthpiece d) vena contracta 15 / 50 15. *A pitot tube is used to measure a) pressure b) different in pressure c) velocity of flow d) none of the above 16 / 50 16. Poise is the unit of a) mass density b) kinematic viscosity c) viscosity d) pressure gradient 17 / 50 17. Hydraulic gradient line and total energy line are a) same b) different c) differ by pressure head d) differ by static head 18 / 50 18. A rise or fall of liquid in a glass tube of a very small diameter when dipped is a) directly proportional to the force per unit length of periphery b) directly proportional to the sine of the angle of contact c) directly proportional to the specific weight of the liquid d) inversely proportional to the diameter of the glass tube 19 / 50 19. *The notch angle for the maximum discharge over a triangular notch is a) 30° b) 60° c) 90° d) 120° 20 / 50 20. If the forces are due to inertia and gravity, and frictional resistance plays only a minor role, the design of channels is made by comparing a) Reynold number b) Froude number c) Weber number d) Mach number 21 / 50 21. With a clinging nappe of a weir, the excess discharge is a) 6% to 7% b) 8% to 10% c) 12% to 15% d) 25% to 30% 22 / 50 22. *Cavitations is caused by a) low pressure b) high pressure c) low velocity d) high velocity 23 / 50 23. Mach number is the ratio of inertia force to a) viscosity b) Froude number c) gravitational force d) elasticity 24 / 50 24. *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 25 / 50 25. *If a pitot tube is placed with its nose facing sideways, the liquid a) rises in the tube b) falls in the tube c) neither rises nor falls in the tube d) all of the above 26 / 50 26. *Differential manometers are used to measure a) pressure in water channels b) difference in pressure at two points c) atmospheric pressure d) very low pressure 27 / 50 27. 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) a) 2.48 m b) 2.73 m c) 2.50 m d) 2.51 m 28 / 50 28. *The discharge through a rectangular channel is maximum when a) m = d/2 b) d=b/2 c) m=2d d) both (a) and (b) above 29 / 50 29. Which of the following is the example of laminar flow? a) underground flow b) flow past tiny bodies c) both of (a) and (b) d) none of the above 30 / 50 30. "Manning's formula is used for a) flow in open channels b) head loss due to friction in open channels c) head loss due to friction in pipes flowing full d) flow in pipes 31 / 50 31. The viscosity of liquids varies with temperature a) directly proportional b) inversely proportional c) constant d) none of the above 32 / 50 32. The attraction among different particles of the same material is a) adhesion b) cohesion c) corrosion d) fusion 33 / 50 33. The total energy of a liquid in motion is equal to: a) pressure energy + kinetic energy + potential energy b) pressure energy - (kinetic energy + potential energy) c) potential energy - (pressure energy + kinetic energy) d) kinetic energy - (pressure energy + potential energy) 34 / 50 34. The most economical section of a circular channel for the maximum discharge is when a) depth of water = 0.95 diameter of the circular section b) hydraulic mean depth = 0.286 diameter of the circular section c) wetted perimeter = 2.6 diameters of the circular section d) all of the above 35 / 50 35. A steady uniform flow is through a a) long pipe at decreasing rate b) long pipe at constant rate c) long pipe at increasing rate d) none of the above 36 / 50 36. *The floating method is used for the measurement of a) discharge b) head c) pressure d) none of the above 37 / 50 37. The head of water representing in the case of HGL line is known as a) static head b) residual head c) pressure head d) all of the above 38 / 50 38. *The total pressure force on a plane area is equal to the area multiplied by the intensity of pressure at its centroid if a) the area is horizontal b) the area is vertical c) the area is inclined d) all of the above 39 / 50 39. At the vena contracta, the jet has the minimum cross-sectional area, and so the velocity of the liquid at this section will be a) minimum b) maximum c) average d) critical 40 / 50 40. A fluid particle may possess the displacement of a) translation b) rotation c) distortion d) all of the above 41 / 50 41. 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 42 / 50 42. The maximum velocity in an open channel occurs a) at the bottom of the channel b) at 1/2 the depth of the channel c) slightly below the free surface d) at the free surface 43 / 50 43. *Bernoulli's equation is applied to a) venturimeter b) orifice meter c) pitot tube d) all of the above 44 / 50 44. When the water level on the downstream side of a weir is above the top surface of a weir, the weir is known as: a) submerged weir b) narrow-crested weir c) broad-crested weir d) ogee weir 45 / 50 45. *The continuity equation deals with the law of conservation of a) mass b) momentum c) energy d) force 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. 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 48 / 50 48. When the fluid is at rest, the shear stress is a) maximum b) zero c) unpredictable d) none of the above 49 / 50 49. *The specific weight of water 1000 kg/m^3 a) at normal pressure of 760 mm b) at 4°C temperature c) at mean sea level d) all of the above 50 / 50 50. A substance which deforms continuously under the action of shear stress is called a) fluid b) liquid c) solid d) gas 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