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Mechanical Properties of Fluids Test - 59

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Mechanical Properties of Fluids Test - 59
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  • Question 1
    1 / -0
    For a fluid which is flowing steadily in a horizontal tube as shown in the figures, the level in the vertical tubes is best represented by.
    Solution
    Since the velocity in the narrow part of the tube is more than the velocity of the liquid in any other part.
    So, the pressure will be more in this region as the velocity and pressure are inversely proportional to each other.
    Therefore, the water level in the vertical tube which is present in the narrow part must be lower than any other vertical tube at any other place.

  • Question 2
    1 / -0
    In a hydraulic lift, the small piston has an area of $$2 cm^2$$ and the large piston has an area of $$80 cm^2$$. What is the mechanical advantage of the hydraulic lift?

    Solution
    Area of small piston is $$2 cm^{2}$$ and the area of large piston is $$80 cm^{2}$$
    We know that $$P=\frac{F}{A}$$
    $$\Rightarrow \frac{P_{in}}{P_{out}}=\frac{F_{in}}{F_{out}} \times 40$$
    Therefore the mechanical advantage is $$40$$
    Therefore correct option is $$A$$
  • Question 3
    1 / -0
    A capillary tube is attached horizontally to a constant pressure head arrangement. If the radius of the capillary tube is increased by $$10$$%, then the rate of flow of the liquid shall change nearly by
    Solution
    'v 'is directly proportional to the fourth power of 'r.'
    'V' is directly proportional to the fourth power of (r+r/10) i.e. (11r/10)=1.1r
     V/v=$${1.1r}^4$$/$${r}^4$$=1.4641
    (V/v -1)100=0.4641x100=46.41
    Hence (B) is correct.

  • Question 4
    1 / -0
    A perpendicular force is applied to a certain area and produces a pressure $$P$$. If the same force is applied to a twice bigger area, the new pressure on the surface is:
    Solution
    We know that pressure is force per unit area
    $$\Rightarrow P=\frac{F}{A}$$
    Given that for the former one , $$P=\frac{F}{A}$$
    For the later one , the area is doubled and force is kept constant. So the pressure will become half
    Therefore the pressure for new system is $$\frac{P}{2}$$
    So the correct option is $$A$$
  • Question 5
    1 / -0
    A horizontally oriented tube AB of length $$l$$ rotates with a constant angular velocity $$\omega$$ about a stationary vertical axis OO' passing through the end A (fig). The tube is filled with an ideal fluid. The end A of the tube is open, the closed end B has a very small orifice. Find the velocity of the fluid relative to the tube as a function of the column 'height' $$h$$.  

    Solution

    As the tube rotates, the centrifugal force (as seen in the rotating frame of the tube) creates a pressure head causing the water to be jetted out of the orifice at the end of tube

    Consider, an infinitesimally thin slice of water of width $$dx$$ at a distance $$x$$ from the one end of the tube. Let the area of cross-section of the tube be $$s$$. The mass of water contained in this infinitesimally thin slice of water is given by $$dm=\rho sdx$$, here $$\rho$$ is the density of water. the centrifugal force by this slice of water on the next is given by,

    $$df=(dm)w^2x=\rho s \omega^2xdx$$...............(1)

    the net force acting at the end of the tube just before the orifice can be obtained by integrating over all such thin slice as,

    $$\int^f_0 df = \int^l _ {l-h} \rho s \omega^2xdx$$  or,

    $$f=\dfrac{1}{2}\rho s \omega^2h(2l-h)$$  or,

    $$P=f/s = \dfrac{1}{2}\rho \omega^2h(2l-h)$$.................(2) 

    In (2), $$P$$ is the pressure head generated by the centrifugal force acting on the water. the net pressure at the end of the tube just before the orifice is given by $$P + P_o$$, when $$P_o$$ is the atmosphereic pressure. We assume that at this point the water is still i.e its velocity is zero. Right outside the tube, the water jets into an area of pressure $$P_i$$ (atmospheric pressure), say at a velocity $$v$$. Using Bernoulli's equation at point just before and just outside the orifice we have,

    $$P+P_o+\dfrac{1}{2}\rho (0)^2=P_0+\dfrac{1}{2}\rho v^2$$ or,

    $$P=\dfrac{1}{2}\rho v^2$$

    or,  $$v=\omega \sqrt{h(2l-h)}$$

  • Question 6
    1 / -0
    The area of cross-section of the pump plunger and the press plunger of hydraulic press are $$0.03{m}^{2}$$ and $$9{m}^{2}$$ respectively. How much is the force acting on the pump plunger of the hydraulic press overcomes a load of $$900kgf$$?
    Solution

  • Question 7
    1 / -0
    The flow of blood in a large artery of an anesthetised dog is diverted through a venturi meter. The wider part of the meter has a cross-sectional area equal to that of the artery $$A=8 \ mm^2$$ .The narrower part has an area $$a=4 \ mm^2$$.The pressure drop in the artery is 24 Pa. What is the speed of blood in the artery?Density of blood is $$ 1.06\times 10^3 kg/m^3$$.
    Solution

    Given :    $$A_a = 8mm^2$$           
                   $$A_n = 4mm^2$$         
                  $$P_a-P_n = 24$$ Pa
    Let the speed of blood in artery and narrow part be  $$v_a$$ and $$v_n$$ respectively.
    From continuity equation :     $$A_av_a = A_nv_n$$
    $$\therefore$$   $$8v_a = 4v_n$$        
     $$\implies v_n = 2v_a$$
    Using Bernoulli's equation :      
    $$P_a+\rho gh_a +\dfrac{1}{2}\rho v_a^2=$$  $$P_n+\rho gh_n +\dfrac{1}{2}\rho v_n^2$$         

    where $$h_n = h_n$$

    $$\therefore$$   $$P_a - P_n = \dfrac{1}{2}\rho (v_n^2-v_a^2)$$

    $$\therefore$$  $$24 = \dfrac{1}{2}\times 1.06\times 10^3 (4v_a^2 - v_a^2)$$ 
                 
    $$\implies$$  $$v_a = 12.5\times 10^{-2}$$  $$m/s$$

  • Question 8
    1 / -0
    A liquid flows through two capillary tubes connected in series. Their lengths are $$L$$ and $$2L$$ and radii $$r$$ and $$2r$$ respectively. Then the pressure differences across the first and the second tube are in the ratio
    Solution
    given :-  $${ l }_{ 2 }=2{ l }_{ 1 }\quad \& \quad { r }_{ 2 }=2{ r }_{ 1 }$$
    Since flow rate across 1 = flow rate across 2
                                                            [as flow rate remains constant]
              $$\dfrac { \pi \times { P }_{ 1 }{ r }_{ 1 }^{ 4 } }{ 8g{ l }_{ 2 } } =\dfrac { \pi { P }_{ 2 }{ r }_{ 2 }^{ 4 } }{ 8g{ l }_{ 2 } } $$
          $$\dfrac { { P }_{ 1 } }{ { P }_{ 2 } } =\dfrac { { l }_{ 1 } }{ { l }_{ 2 } } \times { \left( \dfrac { { r }_{ 2 } }{ { r }_{ 1 } }  \right)  }^{ 4 }=\dfrac { 1 }{ 2 } \times { 2 }^{ 4 }=8$$

  • Question 9
    1 / -0

    Directions For Questions

    A hydraulic lift is used to lift a car of mass $$3000kg$$. The cross-sectional area of the lift on which car is supported is $$5\times {10}^{-2}{m}^{2}$$ and that of smaller piston is $${10}^{-4}{m}^{2}$$.

    ...view full instructions

    What is a pressure on the smaller piston if both the pistons are at same horizontal level? (Take $$g=10m$$ $${s}^{-2}$$)
    Solution
    By Pascal's principle, the pressure on small piston $$=$$ pressure on big piston.
    Here pressure on big piston $$=$$ the pressure due to car lift $$=F/A=\dfrac{3000g}{5\times 10^{-2}}=6\times 10^5 Pa$$   as $$(g=10 m/s^2)$$
  • Question 10
    1 / -0
    There are two round tables in the physics classroom: one with the radius of $$50\ cm$$, the other with a radius of $$150\ cm$$. What is the relationship between the two forces applied on the tabletops by the atmospheric pressure? then value of $$\dfrac{F_1 }{F_2} $$ is:
    Solution
    We know that $$P=\cfrac{F}{A}$$
    For the first table , $$P_{1}=P_{0}$$ and $$A_{1}=\pi \times (50)^{2}$$. Let the force be $$F_{1}$$.
    For the second table, $$P_{2}=P_{0}$$ and $$A_{2}=\pi \times (150)^{2}$$. Let the force be $$F_{2}$$.
    So we have $$F_{1}=p_{1}A_{1}=(\pi \times 50^{2})P_{0}$$ and $$F_{2}=p_{2}A_{2}=(\pi \times 150^{2})P_{0}$$
    By dividing above two equations , we get $$\cfrac{F_{1}}{F_{2}} = \cfrac{1}{9}$$
    Therefore option $$A$$ is correct.
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