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. Hydraulic gradient line and total energy line are a) same b) different c) differ by pressure head d) differ by static head 2 / 50 2. *Variation in volume of liquid with variation in pressure is called a) plasticity b) viscosity c) compressibility d) none of the above 3 / 50 3. 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 4 / 50 4. The minimum head loss will occur in a) orifice meter b) venturimeter c) nozzle meter d) none of the above 5 / 50 5. *Uniform flow is said to occur when a) the size and shape of the cross-section in a particular length remain constant b) the size and shape of the cross-section change along a length c) the frictional loss in the particular length of the channel will be more than the drop in elevation d) the frictional loss in the particular length of the channel will be less than the drop in elevation 6 / 50 6. The numerical value of vorticity is.....of the rotation a) twice b) thrice c) same d) all of the above 7 / 50 7. Mouthpieces are used to measure a) velocity b) pressure c) head d) rate of flow 8 / 50 8. *The discharge passing through the crest having a length of 1.25m, a height of the flow of water 0.25m, and Cd = 0.035 is a) 0.0116 cm³/sec b) 0.116 cm³/sec c) 0.0160 cm³/sec d) 0.00116 cm³/sec 9 / 50 9. *Water cushion is used to a) sit in the house b) destroy the energy c) produce energy d) none of the above 10 / 50 10. Total head of a particle in motion is the sum of a) potential head and kinetic head b) kinetic head and pressure head c) potential head and pressure head d) potential head, kinetic head, and pressure head 11 / 50 11. The line joining the points to which the liquid rises in vertical piezometer tubes fitted at different cross-sections of a conduit is known as a) hydraulic gradient b) piezometric line c) pressure grade line d) all of the above 12 / 50 12. *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 13 / 50 13. 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 14 / 50 14. A substance which deforms continuously under the action of shear stress is called a) fluid b) liquid c) solid d) gas 15 / 50 15. 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 16 / 50 16. 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 17 / 50 17. *Molecules of fluids get attracted due to a) capillary action b) surface tension c) adhesion d) cohesion 18 / 50 18. *What affects the quantity of mass of a fluid? a) acceleration due to gravity b) distance from the center of the earth c) elevation of the body d) none of the above 19 / 50 19. *To measure atmospheric pressure, we use a) barometers b) piezometer c) manometers d) differential manometers 20 / 50 20. *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 21 / 50 21. *Stoke is the unit of a) surface tension b) viscosity c) kinematic viscosity d) none of the above 22 / 50 22. Gauge pressure is a) absolute - atmosphere b) absolute + atmosphere c) atmospheric ± absolute d) none of the above 23 / 50 23. 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 24 / 50 24. The viscosity of gases varies with temperature a) directly proportional b) inversely proportional c) constant d) none of the above 25 / 50 25. The upward water pressure at the base of the structure is called a) up b) down c) uplist d) downlift 26 / 50 26. Which of the following has the highest coefficient of discharge: a) sharp-edged orifice b) venturimeter c) cipolleti weir d) borda's mouthpiece running full 27 / 50 27. 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 28 / 50 28. 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 29 / 50 29. Which of the following quantities are dimensionless? a) surface tension b) specific weight c) angular velocity d) Mach number 30 / 50 30. When the fluid is at rest, the shear stress is a) maximum b) zero c) unpredictable d) none of the above 31 / 50 31. 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 32 / 50 32. *Losses are more in a) laminar flow b) critical flow c) turbulent flow d) transition flow 33 / 50 33. The profile of rising water on the upstream side of the dam is called a) back water curve b) forwater curve c) normal water curve d) all of the above 34 / 50 34. Specific weight of sea water is more than that of pure water because of a) dissolved air b) dissolved salts c) suspended matter d) all of the above 35 / 50 35. *A pitot tube is used to measure a) pressure b) different in pressure c) velocity of flow d) none of the above 36 / 50 36. ........ is defined as the maximum increase in water level in the path of the flow of water a) afflux b) rising of the wall c) flood d) rainfall 37 / 50 37. 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 38 / 50 38. If S is the height of the crest above the base of the channel and H is the head of water over the weir, whose length is L and discharge is Q m^3/sec, the velocity of approach Va is a) √2gh b) Q/L(H-L) c) Q/L(H+L) d) L(H+S)/Q 39 / 50 39. *The floating method is used for the measurement of a) discharge b) head c) pressure d) none of the above 40 / 50 40. Practical fluids possess a) viscosity b) surface tension c) compressibility d) all of the above 41 / 50 41. 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 42 / 50 42. *Rotameter is used for measuring a) density of fluids b) value of fluids in a pipe c) discharge of fluids d) pressure in fluids 43 / 50 43. *A stepped notch is a combination of a) rectangular notches of different sizes b) triangular notches of different sizes c) rectangular and triangular notches d) all of the above 44 / 50 44. 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 45 / 50 45. 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 46 / 50 46. If the fluid particles move in straight lines and all the lines are parallel to the surface, the flow is called a) steady b) uniform c) compressible d) laminar 47 / 50 47. For uniform flow in the channel a) the total energy line, hydraulic gradient line, and the bottom of the channel are parallel b) the total energy line and water surface are horizontal, while the bottom of the channel is inclined c) total energy line, water surface, and the bottom of the channel are parallel d) none of the above 48 / 50 48. 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 49 / 50 49. *The magnitude of capillary rise is more in: a) silts b) sands c) clays d) gravels 50 / 50 50. If the pressure is applied to the surface of a liquid, the liquid transmits the pressure equally in all directions is given by a) Pascal b) Newton c) Archimedes d) all of the above 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