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Civil Engineering -MCQS-Hydraulics Section 3

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1. For exerting a pressure of 4.8 kg/cm2, the depth of oil (specific gravity 0.8), should be




2. For the flow of liquid from an open ended tube (or nozzle) leading to the formation of spray of liquid drops, the number generally applied, is




3. To avoid vapourisation, pipe lines are laid over the ridge so that these are above the hydraulic gradient line, not more than




4. A jet projected at an angle of 45θ, 40 m from the foot of a vertical column, just reaches the top of the column. The height of the column is




5. Atmospheric pressure varies with




6. The magnitude of water hammer in a pipe depends upon




7. If velocities of fluid particles vary from point to point in magnitude and direction, as well as from instant to instant, the flow is said to be




8. The rise of the liquid along the walls of a revolving cylinder above the initial level, is




9. Fluids change the volume under external presssure due to




10. Discharge over an ogee weir remains the same as that of




11. When no air is left below the nappe and water stream adheres to the down stream face of the weir, it is known as




12. The best side slope for most economical trapezoidal section, is




13. The following is not a laminar flow




14. Which one of the following statements is true ?




15. Uniform flow is said to occur when




16. Molecules of fluids get attracted due to




17. Cappoletti weir is a




18. On an inclined plane, centre of pressure is located




19. Atmospheric pressure is equal to water column head of




20. Shear stress is directly proportional to




21. To avoid an interruption in the flow of a syphon, an air vessel is provided




22. Pick up the correct statement from the following :




23. A fluid particle may possess the displacement of




24. Pick up the correct statement from the following :




25. Piezometers are used to measure




26. Most economical section of a triangular channel, is




27. In an open tube, free surface of mercury remains




28. Manometers are used to measure




29. For maximum horse power of a nozzle, the head supplied must be equal to




30. The ratio of frictional factor and coefficient of friction used in general equation for a head loss in a pipe, is A. 1




31. Flow in pipes is turbulent if Reynold number is




32. Back water curve is caused if




33. Power transmitted through a pipe is maximum when friction head loss, is




34. The specific weight of water is 1000 kg/m3




35. Specific weight of liquid




36. Manning's formula is used for




37. A non-uniform steady flow is through




38. An ideal fluid is