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. 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 2 / 50 2. *Molecules of fluids get attracted due to a) capillary action b) surface tension c) adhesion d) cohesion 3 / 50 3. 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 4 / 50 4. *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 5 / 50 5. A fluid particle may possess the displacement of a) translation b) rotation c) distortion d) all of the above 6 / 50 6. *Capillary rise is proportional to a) surface tension b) unit weight of water c) diameter of the pipe d) none of the above 7 / 50 7. Mouthpieces are used to measure a) velocity b) pressure c) head d) rate of flow 8 / 50 8. In an open channels the analysis of a sugar is done by using a) continuity equation b) momentum equation c) energy equation d) none of the above 9 / 50 9. Which of the following quantities are dimensionless? a) surface tension b) specific weight c) angular velocity d) Mach number 10 / 50 10. "Maximum efficiency of power transmission through a pipe is a) 50% b) 60% c) 66% d) 76% 11 / 50 11. 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 12 / 50 12. *The discharge through a trapezoidal channel is maximum when a) half of the width = sloping side b) top width = 1/2 sloping side c) top width = 1.5 sloping side d) none of the above 13 / 50 13. An intensifier is used to increase a) pressure b) temperature c) energy d) none of the above 14 / 50 14. The pressure less than atmospheric pressure is known as a) suction pressure b) vacuum pressure c) negative pressure d) all of the above 15 / 50 15. *Bernoulli's theorem deals with the law of conservation of a) energy b) all of the above c) mass d) momentum 16 / 50 16. Hydrostatic pressure on a dam depends upon its a) length b) depth c) shape d) both (b) and (c) of the above 17 / 50 17. 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 18 / 50 18. 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 19 / 50 19. *The main assumption of Bernoulli's equation is a) the velocity of energy of liquid particles across any cross-section of a pipe is uniform b) no external force except gravity acts on the liquid c) there is no loss of energy of the liquid while flowing d) all of the above 20 / 50 20. In a venturimeter, the divergent cone is kept a) shorter than the convergent cone b) longer than the convergent cone c) equal to the convergent cone d) none of the above 21 / 50 21. *The wetted perimeter of a channel is given by a) 4.75Q^2 b) 4.75Q c) 4.75√Q d) none of the above 22 / 50 22. 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 23 / 50 23. *The upper surface of the notch over which water flows is known as a) vein b) nappe c) sill d) none of the above 24 / 50 24. *Cavitations is caused by a) low pressure b) high pressure c) low velocity d) high velocity 25 / 50 25. *Chazy's formula is given by a) v = C√mi b) v = m√ci c) v = C√mci d) v = i√mc 26 / 50 26. *The most economical section of a circular channel for the maximum velocity is when a) depth of water = 0.810 diameter b) hydraulic mean depth = 0.304 diameter of the circular section c) wetted perimeter = 2.245 diameters of the circular section d) all of the above 27 / 50 27. 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 28 / 50 28. *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 29 / 50 29. *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> 30 / 50 30. *Cipolletti weir is a trapezoidal weir having a side slope of a) H:V::1:2 b) H:V::2:1 c) H:V::1:4 d) none of the above 31 / 50 31. When the pipes are connected in series, the total rate of flow a) is equal to the sum of the rate of flow in each pipe b) is equal to the reciprocal of the sum of the rate of flow in each pipe c) is the same as flowing through each pipe d) none of the above 32 / 50 32. *The notch angle for the maximum discharge over a triangular notch is a) 30° b) 60° c) 90° d) 120° 33 / 50 33. *Surface tension is the force a) per unit length b) per unit area c) per unit volume d) all of the above 34 / 50 34. *The magnitude of water hammer depends upon a) the length of the pipeline b) elastic properties of liquid c) elastic properties of the pipe material d) diameter of the pipeline 35 / 50 35. *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 36 / 50 36. *The equation of continuity of fluids is applicable only if a) the flow is steady b) the flow is in-compressible c) the flow is one-dimensional d) all of the above 37 / 50 37. Water belongs to a) compressible fluids b) none of the above c) Newtonian fluids d) non-Newtonian fluids 38 / 50 38. 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 39 / 50 39. Falling drops of water become spheres due to a) adhesion b) cohesion c) surface tension d) viscosity 40 / 50 40. 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 41 / 50 41. If the Froude number in open channel flow is more than 1.0, the flow is called a) critical flow b) streaming flow c) shooting flow d) none of the above 42 / 50 42. Practical fluids possess a) viscosity b) surface tension c) compressibility d) all of the above 43 / 50 43. The pressure difference between inside and outside of a droplet of water is given by (Where σ is surface tension and d is the diameter of the droplet.) a) 2σ/d b) 4σ/d c) 6σ/d d) 8σ/d 44 / 50 44. 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 45 / 50 45. If H is the height of the liquid above the sill, the effect of end contraction on each side, according to Francis' formula, is a) 0.1H b) 0.2H c) 0.3H d) 0.4H 46 / 50 46. 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 47 / 50 47. The flow in which each liquid particle has a definite path is called a) stream line flow b) uniform flow c) steady flow d) turbulent flow 48 / 50 48. *The atmospheric pressure varies with a) altitude b) temperature c) weather conditions d) none of the above 49 / 50 49. Weber number is the ratio of inertia force to a) surface tension b) gravitational force c) elasticity d) viscosity 50 / 50 50. *The types of instrument used to measure low pressure with accuracy is a) piezometer b) barometer c) micro manometer d) mechanical gauge 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