Hydraulics Online Test – Paper 2

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Created by 37fdd4228dab83e2f2bdee26b19f1560?s=32&d=monsterid&r=g gkaimVikash chaudhary

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Get New Questions in Each Attempt

  • Total Questions: 30
  • Time Allotted: 30 minutes
  • Passing Score: 50%
  • Randomization: Yes
  • Certificate: No
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1. For the flow of liquid from an open-ended tube (nozzle) leading to the formation of a spray of liquid drops, the number generally is

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2. In an open channel flow

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3. In an inclined position, a venturimeter records

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4. The phenomenon of rising of a liquid surface in a tube of small diameter relative to the adjacent normal level of the liquid is known as

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5. *Surface tension is the force

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6. *Bernoulli's equation assumes that

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7. To avoid an interruption in the flow of a siphon, the air vessel is provided

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8. *The wetted perimeter of a channel is given by

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9. *A stepped notch is a combination of

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10. Hydraulic gradient line for an open flow channel is

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11. *The upper surface of the weir over which water flows is known as

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12. *An orifice is called a large orifice if the water head is

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13. Specific weight of liquid

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14. *If a pitot tube is placed with its nose facing sideways, the liquid

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15. In an open channel flow

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16. Mass density of liquid (p) is given by

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17. *In flow, the liquid particles may possess

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18. *Total energy line (T.E.L) represents the sum of

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19. *An ideal flow of a liquid obeys

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20. If the Froude number in open channel flow is less than 1.0, the flow is called

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21. The pressure less than atmospheric pressure is known as

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22. If the total head of the nozzle of a pipe is 37.5m and the discharge is 1 cubic meter per second, then the power generated is

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23. *If the velocity of fluid particles varies from point to point in magnitude and direction, as well as from instant to instant, the flow is said to be

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24. One horsepower is equal to

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25. *The discharge through a rectangular channel is maximum when

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26. *The difference between the total energy line and the hydraulic gradient line is

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27. Water hammer is a phenomenon that occurs

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28. *The hydraulic radius is equal to

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29. In an inclined pipe, the pressure difference at its two ends is due to

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30. In a venturimeter, the divergent cone is kept

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