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Civil Engineering :: Hydraulics

  1. The valve closure is said to be sudden if

  2. A.

    t lessthan \( \frac { L } { C } \)

    B.

    t lessthan \( \frac {2 L } { C } \)

    C.

    t less than \( \frac { 3L } { C } \)

    D.

    t less than \( \frac { 5L } { C } \)

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  3. If Re is the Renold's number, the coefficient of friction for laminar flow is

  4. A.

    \(\frac { 4 } { Re} \)

    B.

    \(\frac { 8 } { Re} \)

    C.

    \(\frac { 12 } { Re} \)

    D.

    \(\frac { 16 } { Re} \)

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  5. The length of pipe is L, velocity of flow of a liquid in the pipe is V. If t is the time in second required to close the valve, the head of pressure

  6. A.

    H = \(\frac { LV } { gt } \)

    B.

    H = \(\frac { Lt } { Vg } \)

    C.

    \(\frac { LV^2 } { gt} \)

    D.

    none of these.

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  7. For critical depth of flow of water in open channels, fc the specific energy must be :

  8. A.

    minimum

    B.

    maximum

    C.

    average of maximum and minimum

    D.

    None of these.

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  9. Kinematic viscosity of liquids by equation  V = 0.0022t-\( \frac { 1.8 } { t } \)is determined by :

  10. A.

    Redwood viscometer

    B.

    Engler viscometer

    C.

    Saybolt universal viscometer

    D.

    None of these.

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  11. If the forces are due to inertia and gravity, and frictional resistance plays only a minor role, the design of the channels is made by comparing

  12. A.

    Reynold number

    B.

    Froude number

    C.

    Weber number

    D.

    Mach number.

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  13. The discharge over a Cipolletti weir of length 2.185 m when the head over the weir is 1 m, is

  14. A.

    2.0 m3

    B.
    2.5 m3
    C.

    3.0 m3

    D.

    4.0 m3.

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  15. The velocity of the fluid particle at the centre of the pipe section, is

  16. A.

    minimum

    B.
    maximum
    C.

    equal throughout

    D.

    none of these.

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  17. Due to decrease of diameter of the droplet, inside pressure intensity

  18. A.

    increases

    B.

    decreases

    C.

    remains unaffected

    D.

    None of these.

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  19. In order to avoid capillary correction, the minimum diameter of a manometer used for measuring pressure, should be

  20. A.
    2 mm
    B.

    4 mm

    C.
    6 mm
    D.

    8 mm

    E.
    10 mm.

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