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 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 2 / 50 2. Velocity of flow may be determined using: a) division of discharge to the area of flow b) product of area and discharge divided by 100 c) product of wetted perimeter and hydraulic radius d) all of the above 3 / 50 3. *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 4 / 50 4. *Molecules of fluids get attracted due to a) capillary action b) surface tension c) adhesion d) cohesion 5 / 50 5. The term z is known as a) potential energy b) pressure energy c) potential energy per unit weight d) none of the above 6 / 50 6. Water belongs to a) compressible fluids b) none of the above c) Newtonian fluids d) non-Newtonian fluids 7 / 50 7. As per our convenience which one is correct with respect to the dimensionless number? a) WIS-MIE-RIV-FIG-EIP b) WIE-MIS-RIV-FIG-IEP c) MIE-WIS-RIG-FIV-PIE d) WIG-MIS-RIE-FIV-IPE 8 / 50 8. *The rate of flow through a V-notch varies as: a) H b) H<sup>1/2</sup> c) H<sup>3/2</sup> d) H<sup>5/2</sup> 9 / 50 9. In the case of a broad-crested weir, the depth of water h at the end of the still is given by a) h = H/2 b) h = 2H/3 c) h = 3H/4 d) h = H 10 / 50 10. Liquids or fluids a) have no shape b) cannot be compressed c) both (a) and (b) of above d) none of the above 11 / 50 11. 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 12 / 50 12. The two depths at which the specific energy is the same are called a) alternate depths b) conjugate depths c) critical depths d) normal depths 13 / 50 13. For a long pipe, the head loss a) at the entrance is ignored b) at the outlet is ignored c) at the entrance and outlet both are ignored d) due to friction is ignored 14 / 50 14. *Surface float is used to measure a) pressure b) difference in pressure c) viscosity of flow d) none of the above 15 / 50 15. The term P/pg is known as a) kinetic energy b) pressure energy per unit weight c) kinetic energy per unit weight d) none of the above 16 / 50 16. Critical depth (he) is given by (where q= rate of flow per unit width of channel) a) (q^2/g)^1/3 b) (q^2/g)^1/4 c) (q^2/g)^1/2 d) none of the above 17 / 50 17. *To measure atmospheric pressure, we use a) barometers b) piezometer c) manometers d) differential manometers 18 / 50 18. An oil of specific gravity 0.7 and pressure 0.14 kgf/cm^2 will have the height of oil as a) 70 cm of oil b) 2 m of oil c) 20 cm of oil d) 80 cm of oil 19 / 50 19. 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 20 / 50 20. *The difference between the total energy gradient line and the total energy line is a) kinetic head b) pressure head c) datum head d) loss of head 21 / 50 21. Hydraulic gradient line and total energy line are a) same b) different c) differ by pressure head d) differ by static head 22 / 50 22. The depth of flow at which the specific energy is minimum is called a) normal depth b) critical depth c) alternate depth d) all of the above 23 / 50 23. *Rotameter is used for measuring a) density of fluids b) value of fluids in a pipe c) discharge of fluids d) pressure in fluids 24 / 50 24. *An orifice is called a large orifice if the water head is a) two times the diameter of the pipe b) three times the diameter of the pipe c) four times the diameter of the pipe d) five times the diameter of the pipe 25 / 50 25. "Maximum efficiency of power transmission through a pipe is a) 50% b) 60% c) 66% d) 76% 26 / 50 26. 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 27 / 50 27. *Total energy line (T.E.L) represents the sum of a) pressure head and kinetic head b) kinetic head and datum head c) pressure head and datum head d) pressure head, kinetic head, and datum head 28 / 50 28. *If a pitot tube is placed with its nose facing downstream, the liquid a) does not rise in the tube b) rises in the tube to a height √v^2/sg c) falls in the tube to a depth √v^2/2g d) none of the above 29 / 50 29. *The floating method is used for the measurement of a) discharge b) head c) pressure d) none of the above 30 / 50 30. Cavitations is collapsed by a) low pressure b) high pressure c) low velocity d) high velocity 31 / 50 31. *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 32 / 50 32. *The continuity equation deals with the law of conservation of a) mass b) momentum c) energy d) force 33 / 50 33. In an open channel flow a) the hydraulic gradient line is lower than the liquid surface b) the hydraulic gradient line coincides with the liquid surface c) the hydraulic gradient line is higher than the liquid surface d) none of the above 34 / 50 34. Which of the following quantities are dimensionless? a) surface tension b) specific weight c) angular velocity d) Mach number 35 / 50 35. Cavitations in flowing fluid occurs when a) the total energy suddenly increases b) the total energy suddenly decreases c) the total energy is constant d) none of the above 36 / 50 36. Euler's number is the ratio of a) inertia force to pressure force b) pressure force to elastic force c) elastic force to viscous force d) viscous force to inertia force 37 / 50 37. The viscosity of liquids varies with temperature a) directly proportional b) inversely proportional c) constant d) none of the above 38 / 50 38. *A pitot tube is used to measure a) pressure b) different in pressure c) velocity of flow d) none of the above 39 / 50 39. In an inclined position, a venturimeter records a) less reading b) same reading c) more reading d) none of the above 40 / 50 40. Open channel flow is a) one in which the liquid is flowing in a conduit and has a free surface b) one in which the liquid is flowing in a closed conduit running full c) a covered channel running full d) one in which the liquid is flowing in a conduit under pressure 41 / 50 41. *To measure very low pressure, we use: a) barometers b) piezometers c) monometers d) differential manometers 42 / 50 42. *The magnitude of capillary rise is more in: a) silts b) sands c) clays d) gravels 43 / 50 43. *The atmospheric pressure varies with a) altitude b) temperature c) weather conditions d) none of the above 44 / 50 44. Specific energy of a flowing fluid per unit weight is equal to a) (v^2/2g) + h b) (h^2/2g) + v c) (v^2/2h) + g d) (v^2/3g) + h 45 / 50 45. 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 46 / 50 46. *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 47 / 50 47. Pick up the correct statement from the following a) total energy gradient is the graphical representation of the total head at any section of a pipeline b) vertical distance between the total energy line and hydraulic grade line is equal to the velocity head c) vertical distance between the total energy line and total energy gradient represents the loss of head d) all of the above 48 / 50 48. *The imaginary line joining each head of water is called a) hydraulic gradient line b) residual line c) loss of gradient line d) none of the above 49 / 50 49. Falling drops of water become spheres due to a) adhesion b) cohesion c) surface tension d) viscosity 50 / 50 50. *Losses are more in a) laminar flow b) critical flow c) turbulent flow d) transition flow 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