95 Hydraulics McQ Chapter Wise Online Test of 25 Question #7 Hydraulics McQ Chapter Wise McQ online Test of 25 Question for PSC, NEC, UPSC, SSC and Many more. 1 / 25 1. Weir may also be used to measure A. Velocity of flow B. Pressure C. Discharge in a river or channel D. Kinetic energy 2 / 25 2. Water in open channel and streams is measured through A. barrage B. dam C. weir D. canal 3 / 25 3. The sheet of water flowing through a notch or over a weir is known as A. Nappe B. Crest C. Height of weir/notch D. Sill 4 / 25 4. The upper surface of weir over which water flows is known as A. crest B. nappe C. bell mount D. bell mouth 5 / 25 5. The upper surface of weir over which water flows is known as A. vein B. nappe C. sill D. none of above 6 / 25 6. The discharge through V-notch weir is directly proportional to A. bed slope of the channel upstream B. depth of flow C. top width of the notch D. angle of notch and depth of the flow 7 / 25 7. The side slope of Cipolletti weir is generally kept A. 1 to 4 B. 1 to 3 C. 1 to 2 D. 1 to 5 8 / 25 8. The thickness of a sharp crested weir is kept less than A. one-third of the height of water on the sill B. one-half of the height of water on the sill C. one-fourth of the height of water on the sill D. two-third of the height of water on the sill 9 / 25 9. In a broad crested weir, width of crest of the weir will be A. More than 0.5 H B. Less than 0.5 H C. Both (A) and (B) D. None of the two 10 / 25 10. The discharge over a broad crested weir is maximum when the depth of flow is A. H/3 B. H/2 C. 2 H/5 D. 2 H/3 11 / 25 11. The discharge over a broad crested weir is maximum when the depth of flow is A. available head/3 B. available head/2 C. available head * 2/5 D. available head * 2/3 12 / 25 12. In case of broad crested weir, the depth of water h at the end of sill is given by A. ℎ = 𝐻 / 2 B. ℎ = 2𝐻 / 3 C. ℎ = 3𝐻 /4 D. ℎ = H 13 / 25 13. In order to avoid cavitation the upstream edge of broad crested weir should have A. Rounded corner B. Sharp corner C. Parabolic corner D. none of these 14 / 25 14. Due to each end contraction, the discharge of rectangular sharp crested weir is reduced by A. 5 % B. 10 % C. 15 % D. 20 % 15 / 25 15. When level of water on the downstream side of a weir is above the top surface of the weir, the weir is known as A. submerged weir B. narrow crested weir C. broad crested weir D. ogee weir 16 / 25 16. Crest of weir is lower than downstream water level: A. submerged weir B. Cipolletti weir C. triangular weir D. sharp crested weir 17 / 25 17. If weir is used as a spillway it will have a crest A. Ogee shaped B. Broad and flat C. Narrow D. Cippolet 18 / 25 18. The length of a pipe is 1 km and its diameter is 20 cm. If the diameter of an equivalent pipe is 40 cm, then its length is A. 32 km B. 20 km C. 8 km D. 4 km 19 / 25 19. The basic head loss in pipe is due to A. fittings B. sudden increase in diameter C. sudden decrease in diameter D. friction 20 / 25 20. For laminar flow In circular pipes, the Darcy’s friction factor f is equal to A. 16/Re B. 32/ Re C. 64/ Re D. none of the above 21 / 25 21. For hydro-dynamically smooth boundary, the friction coefficient for turbulent flow is A. constant B. depends only on Reynolds number C. a function of Reynolds number and relative roughness D. dependent on relative roughness only 22 / 25 22. Head loss increases with A. increase in velocity B. decrease in velocity C. decrease in length of pipe D. increase in diameter if pipe 23 / 25 23. The head loss in turbulent flow in pipe A. Varies directly as the velocity B. Varies inversely as the square of the velocity C. Varies inversely as the square of the diameter D. Varies approximately as the square of the velocity 24 / 25 24. Losses are more in A. laminar flow B. critical flow C. turbulent flow D. transition flow 25 / 25 25. Two pipes of same length and diameters d and 2d respectively are connected in series. The diameter of an equivalent pipe of same length is. A. less than d B. between d and 1.5 d C. between 1.5 d and 2d D. greater than 2d Your score is The average score is 41% 0% Restart quiz Exit civil engineerhydraulics mcqmcq civilnecpscupsc