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Fluid Mechanics Test 3

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Fluid Mechanics Test 3
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  • Question 1
    1 / -0
    A pitot static tube is used to measure the velocity of water in a pipe. The stagnation pressure head is 6 m and static pressure head is 5 m. Calculate the velocity of flow assuming the coefficient of velocity of tube equal to 0.98.
    Solution

    Concept:

    A pitot tube is used to measure the velocity of fluid flowing through a pipe.

    The velocity of flow, \(V = \sqrt {2 \times g \times h}\)

    where h = pressure head difference

    Also, pressure head difference (h) is given by the difference of stagnation pressure head (hs) and static pressure head (ht).

    h = hs – ht

    Calculation:

    hs = 6 m, ht = 5 m

    ⇒ h = 6 – 5 = 1 m

    The velocity of Flow = \(\sqrt {2 \times g \times h} = \sqrt {2 \times 9.81 \times 1} = 4.43m/sec\)

  • Question 2
    1 / -0
    While applying the momentum and energy equations in fluid mechanics, a control volume is often referred to the 
    Solution

    Concept:

    In the Eulerian method, a finite region through which fluid flows in and out is used.  Here the position and velocity of fluid particles of definite mass is not tracked. But, within the region, the field variables which are continuous functions of space dimensions (xyz) and time (t), are defined to describe the flow. This finite region is referred as control volume or flow domain.

    A control volume is a Mathematical Model used to create a physical process.  A control volume is the fixed volume in a given space through which fluid flows (liquid or gas) with constant velocity.

    A control volume approach generally focuses on a particular volume and studies the fluid passing through it.

    For continuous flow problems like pipe flow or external flow situations, the control volume approach is used.

  • Question 3
    1 / -0

    Group-I lists a few devices while Group-II provides information about their uses. Match the devices with their corresponding use:

    Group-I

    P. Tensiometer

    Q. Spring Balance

    R. Hygrometer

    S. Anemometer

    Group – II

    1. Wind Speed

    2. Capillary potential of soil water

    3.  Weight of an object

    4.  Water vapor content of air

    Solution

    Devices

    Purpose

    Pitot tube

    Velocity of flow in rivers or Open channel flow velocity measurement

    Orifice Meter

    Discharge in pipe

    Tensiometer

    Capillary potential of soil water

    Piezometer

    Measurement of low pressure at any point in pipe flow

    Single column manometer

    Measurement of high pressure at any point in pipe flow.

    Differential manometer

    Measurement of the difference in pressures between two points in a pipe.

    Spring Balance

    Measures weight or Force acting on object by measuring the tension of a spring.

    Barometer

    Measurement of atmospheric pressure

  • Question 4
    1 / -0
    A fire hose has a nozzle attached to it and the nozzle discharges a jet of water into the atmosphere at 20 m/s. This will put the nozzle in
    Solution

    Concept:

    Force exerted on the jet or nozzle = Rate of change in momentum

    \({\rm{Force\;}}\left( {\rm{F}} \right) = {\rm{\;}}\frac{{{\rm{Final\;Momentum}} - {\rm{Initial\;Momentum}}}}{{{\rm{Time}}}}\)

    \(\therefore {\rm{F}} = \frac{{{\rm{Mass\;}} \times {\rm{Final\;Velocity}} - {\rm{Mass\;}} \times {\rm{Initial\;Velocity}}}}{{{\rm{Time}}}} = \frac{{{\rm{Mass}}}}{{{\rm{Time}}}} \times \left( {{\rm{Final\;Velocity}} - {\rm{Initial\;Velocity}}} \right)\)

    Now, consider two points. Point 1 is being inside the nozzle and point 2 is being on the tip of the nozzle where the water is being discharged in the atmosphere. Applying Bernoulli’s equation we get,

    \(\frac{{{{\rm{P}}_1}}}{{{\rm{\rho g}}}} + \frac{{{\rm{V}}_1^2}}{{2{\rm{g}}}} + {{\rm{z}}_1} = \frac{{{{\rm{P}}_2}}}{{{\rm{\rho g}}}} + \frac{{{\rm{V}}_2^2}}{{2{\rm{g}}}} + {{\rm{z}}_2}{\rm{\;}}\)

    Now, z1 = z2 and P2 = 0 as atmospheric pressure.

    \(\therefore \frac{{{\rm{V}}_2^2}}{{2{\rm{g}}}} = \frac{{{{\rm{P}}_1}}}{{{\rm{\rho g}}}} + \frac{{{\rm{V}}_1^2}}{{2{\rm{g}}}}\)

    ∴ V2 > V1 as P1 is positive pressure.

    ∴ Force exerted on the jet or nozzle \(,{\rm{F}} = \frac{{{\rm{Mass}}}}{{{\rm{Time}}}} \times \left( {{\rm{Final\;Velocity}} - {\rm{Initial\;Velocity}}} \right)\)

    \({\rm{Force\;}}\left( {\rm{F}} \right) = \frac{{{\rm{Mass}}}}{{{\rm{Time}}}} \times \left( {{{\rm{V}}_2} - {{\rm{V}}_1}} \right)\)

    ∴ F > 0 as V2 > V1

    ∴ The force is positive means it is tensile in nature and the nozzle is in tension.
  • Question 5
    1 / -0
    A horizontal venturimeter with inlet diameter 250 mm and throat diameter 100 mm is used to measure the flow of an oil of specific gravity 0.85. The oil-mercury differential manometer shows a reading of 20 cm. The rate of flow of oil (in litres/sec) through the venturimeter is ____ (Take Cd = 0.98)
    Solution

    Concept:

    For venturimeter, discharge

    \(Q = {C_d} \cdot \frac{{{A_1}{A_2}\sqrt {2gh} }}{{\sqrt {A_1^2 - A_2^2} }}\)

    Calculation:

    Given:

    S0 = 0.85, x = 20 cm = 0.2 m, D1 = 0.25 m, D2 = 0.1 m, Cd = 0.98

    Now,

    \({A_1} = \frac{\pi }{4}D_1^2 = \frac{\pi }{4}\left( {{{0.25}^2}} \right) = 0.0490\)

    \({A_2} = \frac{\pi }{4}\left( {{{0.1}^2}} \right) = 0.00785\)

    Now,

    \({\rm{Pressure\;head\;difference\;}}\left( h \right) = x \cdot \left( {\frac{{{S_m}}}{{{S_0}}} - 1} \right)\)

    \(h = 0.2\left( {\frac{{13.6}}{{0.85}} - 1} \right)\)

    h = 3m

    Note:

    The given manometer reading (x = 20 cm) is not pressure head. We have to calculate pressure head using above formula.

    \({\rm{Rate\;of\;flow\;}}\left( Q \right) = \frac{{{C_d} \cdot {A_1}{A_2}\sqrt {2gh} }}{{\sqrt {A_1^2 - A_2^2} }}\)

    \(Q = \frac{{\left( {0.98} \right)\left( {0.0490} \right)\left( {0.00785} \right)\sqrt {2\: \times \:9.81\: \times \:3} }}{{\sqrt {{{0.0490}^2}\: - \:{{0.00785}^2}} }}\)

    Q = 0.05979 m3/s

    Q = 59.79 litres/sec
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