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Fluid Mechanics Sheet 28

  • 1) Question.

    Assertion A: Water hammer occurs when the quick-acting valve at the end of a long pipeline is suddenly closed.

    Reason R: Surge tanks are provided in penstocks to relieve the penstock of high water hammer pressure when the flow into a turbine is stopped due to low power demand.

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  • 2) Question.

    Assertion A: Continuity equation must hold good in a pipe network system.

    Reason R: In a pipe network analysis, the flow into any junction must be equal to the flow out of the junction.

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  • 3) Question.

    Assertion A: There is no flow in the direction perpendicular to a stream line at any point on it

    Reason R: Stream line consists of a number of infinitesimally small segments such that all of them lie along the directions of velocity vectors of fluid particles at those segments

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  • 4) Question.

    Assertion A: The movement of two blocks of wood wetted with hot glue requires greater and greater effort as the glue is drying up.

    Reason R: Viscosity of liquids varies inversely with temperature.

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  • 5) Question.

    Assertion A: A minor change in specific energy at or close to critical state will cause a major change in depth.

    Reason R: A critical state of flow is characterized by its Froude number being equal to unity.

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  • 6) Question.

    Assertion A: The inlet velocity triangle for a Pelton turbine is a straight line

    Reason R: For a Pelton turbine, the vane angle at inlet is 1800

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  • 7) Question.

    Assertion A: Irrotational flow exists when the net rotation of the fluid about its mass centre is zero.

    Reason R: There is always a possibility of rotation in ideal fluid and therefore, ideal fluids cannot have irrotational flow.

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  • 8) Question.

    Assertion A: In the equation hf=f1dv22g, for laminar flow through the pipe, the term v (mean velocity of flow) is given by v=p1-p2r28μl

    Reason R: The term 'f' (friction factor) in the above equation equals 64
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  • 9) Question.

    Assertion A: Water flows through a pipe connecting two reservoirs. The line joining the water surface levels in the reservoirs is the hydraulic gradient.

    Reason R: There will be no negative gauge pressure anywhere in the pipeline, as long as the pipeline lies below the hydraulic gradient.

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  • 10) Question.

    Assertion A: If laminar flow of oil between two points of a given pipeline is doubled, then the power consumption is increased to four times the original power.

    Reason R: In laminar flow through circular pipes, head loss varies directly as the discharge.

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  • 11) Question.

    Assertion A: In Rayleigh's method of dimensional analysis, the dependent variable is written as the function of exponential terms of independent variables.

    Reason R: In Rayleigh's method, when the number of independent variable exceeds three, the exponents of non-repeating variables are expressed as the exponents of repeating variables.

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  • 12) Question.

    Assertion A: The following potential function in two-dimensional flow field represents rotational flow φ=2x2-3y2

    Reason R: For the given function δuδx+δvδy≠0

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  • 13) Question.

    Assertion A: Pressure intensity in a liquid flow is a form of energy.

    Reason R: The pressure gradient is a measure of the rate of energy dissipation in steady uniform flow.

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  • 14) Question.

    Assertion A: The specific speed of a Pelton wheel is generally much less than that of a reaction turbine.

    Reason R: Pelton wheels generally use more than one nozzle and the specific speed is defined for power developed per nozzle.

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  • 15) Question.

    Assertion A: At the critical state of flow, the specific force is a minimum for the given discharge.

    Reason R: For a minimum value of the specific force, the first derivative of force with respect to depth should be unity.

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  • 16) Question.

    Assertion A: Gravity influences the pipe flow.

    Reason R: Gravity term (g) appears explicitly in Darcy-Weisbach formula for pipe flow resistance.

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  • 17) Question.

    Assertion A: Flow in the boundary layer is always laminar.

    Reason R: In turbulent flow on a smooth boundary, a laminar sub-layer still exists within the boundary layer.

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  • 18) Question.

    The ratio of volume flow rates in two dynamical similar systems governed by Froude modelling is equal to (assume gr=1)

    (Lr is length scale ratio)

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  • 19) Question.

    Which of the following quantities is dimensionless ?

    [F= force, ρ= density, μ= dynamic viscosity, M1 L-1 T-1= dimensions of dynamic viscosity]

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  • 20) Question.

    The dimensions of pressure gradient dp/dx in a fluid are

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