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. Water belongs to a) compressible fluids b) none of the above c) Newtonian fluids d) non-Newtonian fluids 2 / 50 2. 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% 3 / 50 3. *Molecules of fluids get attracted due to a) capillary action b) surface tension c) adhesion d) cohesion 4 / 50 4. *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 5 / 50 5. Find the capillary rise/fall in a glass tube when immersed in mercury with the following given data: surface tension, σ = 0.52 gmf/cm, angle of contact, θ = 130°, S.G. of mercury = 13.6, diameter of the pipe = 2.5 mm. a) 0.393 cm rise b) 0.393 cm fall c) neither fall nor rise d) all of the above 6 / 50 6. *The hydraulic ram is a pump that works on a) the principle of water hammer b) the principle of centrifugal action c) the principle of reciprocation action d) all of the above 7 / 50 7. *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 8 / 50 8. 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 9 / 50 9. *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 10 / 50 10. *Surface float is used to measure a) pressure b) difference in pressure c) viscosity of flow d) none of the above 11 / 50 11. The viscosity of liquids varies with temperature a) directly proportional b) inversely proportional c) constant d) none of the above 12 / 50 12. *Losses are more in a) laminar flow b) critical flow c) turbulent flow d) transition flow 13 / 50 13. Mach number is the ratio of inertia force to a) viscosity b) Froude number c) gravitational force d) elasticity 14 / 50 14. *The upper surface of the notch over which water flows is known as a) vein b) nappe c) sill d) none of the above 15 / 50 15. 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 16 / 50 16. 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 17 / 50 17. 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 18 / 50 18. 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 19 / 50 19. "Maximum efficiency of power transmission through a pipe is a) 50% b) 60% c) 66% d) 76% 20 / 50 20. *Water cushion is used to a) sit in the house b) destroy the energy c) produce energy d) none of the above 21 / 50 21. Which of the following quantities are dimensionless? a) surface tension b) specific weight c) angular velocity d) Mach number 22 / 50 22. 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 23 / 50 23. *Capillarity of water is a) directly proportional to surface tension b) inversely proportional to the angle of contact c) inversely proportional to the diameter of the pipe d) all of the above 24 / 50 24. A fluid particle may possess the displacement of a) translation b) rotation c) distortion d) all of the above 25 / 50 25. The depth of flow after the hydraulic jump is a) d2 = d1/2 [√1+8(Fe)1^2 -1] b) d1 = d2/2 [√1+8(Fe)1^2 -1] c) d2 = d1/3 [√1+8(Fe)1^2 -1] d) d2 = d1/2 [√1+2(Fe)1^2 -1] 26 / 50 26. If fluid or flow parameters at any given instant remain the same at every point in space, it is called: a) steady flow b) laminar flow c) uniform flow d) rotational flow 27 / 50 27. 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 28 / 50 28. 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 29 / 50 29. 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 30 / 50 30. 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 31 / 50 31. Super-critical flow occurs in a) normal slope b) mild slope c) steep slope d) all of the above 32 / 50 32. *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 33 / 50 33. *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 34 / 50 34. The water immediately downstream of the conduit or weir is called a) head water b) tail water c) main water d) surplus water 35 / 50 35. Water hammer is a phenomenon that occurs a) when pressure increases sudden closure of the valve b) when pressure decreases sudden opening of the valve c) due to the elastic material of the pipe d) due to the incompressible nature of the fluid 36 / 50 36. Liquids or fluids a) have no shape b) cannot be compressed c) both (a) and (b) of above d) none of the above 37 / 50 37. 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 38 / 50 38. *Pascal's law states that pressure at a point is equal in all directions a) in a liquid at rest b) in a fluid at rest c) in a laminar flow d) in a turbulent flow 39 / 50 39. *The discharge through a trapezoidal channel is maximum when a) m = d b) m = 2d c) m = 3d d) m = d/2 40 / 50 40. *The continuity equation deals with the law of conservation of a) mass b) momentum c) energy d) force 41 / 50 41. *The types of instrument used to measure low pressure with accuracy is a) piezometer b) barometer c) micro manometer d) mechanical gauge 42 / 50 42. 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 43 / 50 43. 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 44 / 50 44. *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> 45 / 50 45. *Chazy's formula is given by a) v = C√mi b) v = m√ci c) v = C√mci d) v = i√mc 46 / 50 46. 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 47 / 50 47. In an inclined position, a venturimeter records a) less reading b) same reading c) more reading d) none of the above 48 / 50 48. *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 49 / 50 49. Falling drops of water become spheres due to a) adhesion b) cohesion c) surface tension d) viscosity 50 / 50 50. For the same specific force, the two depths at which the same discharge occurs are called a) alternate depths b) conjugate depths c) critical depths d) normal depths 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