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A tall cylinder is filled with viscous oil. A round pebble is dropped from the top with zero initial velocity. From the plot shown in Figure below, indicate the one that represents the velocity \((v)\) of the pebble as a function of time \((t)\).
(c) In fluids, when the pebble is dropped from the top of a tall cylinder filled with viscous oil, a variable force called viscous force will act which increases with increase in speed. And at equilibrium this velocity becomes constant, that constant velocity is called terminal velocity.
When the pebble is falling through the viscous oil, the viscous force is \(F=6 \pi n r v\) where \(r\) is the radius of the pebble, \(v\) is instantaneous speed, \(\eta\) is coefficient of viscosity. As the force is variable, hence acceleration is also variable so \(\mathrm{v}\) – \(\mathrm{t}\) graph will not be a straight line. First velocity increases and then becomes constant known as terminal velocity.
Which of the following diagrams in figure below does not represent a streamline flow?
In a streamlined flow at any given point. the velocity of each passing fluid particle remains constant. If we consider a cross-sectional area. then a point in the area cannot have different velocities at the same time, hence two streamlines of flow cannot cross each other.
Along a streamline
(b) As discussed above for a streamline flow of a liquid velocity of each particle at a particular cross-section is constant, because \(Av\) = constant (law of continuity) between two cross-section of a tube of flow. So we can say that along a streamline, the velocity of every fluid particle while crossing a given position is the same.
An ideal fluid flows through a pipe of circular cross-section made of two sections with diameters \(2.5 \mathrm{~cm}\) and \(3.75 \mathrm{~cm}\). The ratio of the velocities in the two pipes is
(a) The situation is shown in the diagram below in which an ideal fluid is flowing through a pipe of circular cross sections.
\(
\begin{aligned}
& \mathrm{a} 1 \mathrm{v} 1=\mathrm{a} 2 \mathrm{v} 2 \\
& \frac{v 1}{v 2}=\frac{a 2}{a 1} \\
& \frac{v 1}{v 2}=\frac{d 2^2}{d 1^2}
\end{aligned}
\)
putting values,
\(
\frac{v 1}{v 2}=\frac{(3.75 \times 3.75)}{2.5 \times 2.5}=\frac{9}{4}
\)
so, \(v1: v2 =9: 4\). Hence option a is correct.
The angle of contact at the interface of water-glass is \(0^{\circ}\), Ethylalcohol-glass is \(0^{\circ}\), Mercury-glass is \(140^{\circ}\) and Methyliodideglass is \(30^{\circ}\). A glass capillary is put in a trough containing one of these four liquids. It is observed that the meniscus is convex. The liquid in the trough is
(c) Key concept: Shape of Liquid Meniscus:
(i) Force of adhesion \(F_a\) (acts outwards at right angle to the wall of the tube).
(ii) Force of cohesion \(F_c\) (acts at an angle \(45^{\circ}\) to the vertical). Resultant force \(F_N\) depends upon the value of \(F_a\) and \(F_c\). If resultant force \(F_N\) makes an angle \(\alpha\) with \(F_a\).
Then \(\tan \alpha=\frac{F_c \sin 135^{\circ}}{F_a+F_c \cos 135^{\circ}}=\frac{F_c}{\sqrt{2} F_a-F_c}\)
By knowing the direction of resultant force we can find out the shape of meniscus because the free surface of the liquid adjust itself at right angle to this resultant force.
(1) If \(F_c=\sqrt{2} F_a\), \(\tan \alpha=\infty \quad \therefore \alpha=90^{\circ}\) i.e., the resultant force acts vertically downwards. Hence the liquid meniscus must be horizontal.
(2) If \(F_c<\sqrt{2} F_a\), \(\tan \alpha=\) positive \(\quad \therefore \alpha\) is acute angle
i.e., the resultant force directed outside the liquid. Hence the liquid meniscus must be concave upward.
(3) \(F_c>\sqrt{2} F_a\) \(\tan \alpha=\) negative
\(\therefore \alpha\) is obtuse angle. i.e., the resultant force directed inside the liquid. Hence the liquid meniscus must be convex upward.
According to the question, the observed meniscus of liquid in a capillary tube is of convex upward which is only possible when angle of contact is obtuse. It is so when one end of glass capillary tube is immersed in a trough of mercury. Hence, the combination will be of mercury-glass \(\left(140^{\circ}\right)\) as shown in the figure.
For a surface molecule
Key concept: To understand the concept of tension acting on the free
surface of a liquid, let us consider four liquid molecules like A, B, C and D. Their sphere of influence are shown in the figure.
(1) Molecule A is well within the liquid, so it is attracted equally in all directions. Hence the net force on this molecule is zero and it moves freely inside the liquid.
(2) Molecule B is little below the free surface of the liquid and it is atso attracted equally in all directions. Hence the resultant force acts on it is also zero
(3) Molecule C is just below the upper surface of the liquid film and the part of its sphere of influence is outside the free liquid surface. So the number of molecules in the upper half (attracting the molecules upward) is less than the number of molecule in the lower half (attracting the molecule downward). Thus the molecule C experiences a net downward force.
(4) Molecule D is just on the free surface of the liquid. The upper half of the sphere of influence has no liquid molecule. Hence the molecule D experiences a maximum downward force.
Thus all molecules lying on surface film experiences a net downward force. Therefore, free surface of the liquid behaves like a stretched membrane.
From the key concept, it is clear from point (4) that molecules on the surface experiences a net downward force. As shown in figure above, molecule D experiences a net downward force. Because on the above side of this molecule there is no liquid molecule. So, the potential energy is more than that of a molecule inside. Hence option (b) and (d) are correct.
Pressure is a scalar quantity because
\((b, c)\) Pressure is defined as the ratio of magnitude of component of the force normal to the area and the area under consideration.
i.e \(P=F / A\)
Pressure is a scalar quantity. Pressure acts normal to a surface and it is always compressive in nature, therefore, only its magnitude is required for its complete description.
A wooden block with a coin placed on its top, floats in water as shown in figure below. The distance \(l\) and \(h\) are shown in the figure. After some time the coin falls into the water. Then
Key concept: When a body of density \(\rho\) and volume \(V\) is immersed in a liquid of density \(\sigma\), the forces acting on the body are:
\(\text { 1. Weight of body } W=m g=V \rho g \text {, acting vertically downwards through centre of gravity of the body }\)
2. Upthrust force \(=V \sigma g\) acting vertically upwards through the centre of gravity of the displaced liquid i.e., centre of buoyancy.
\(
\text { Case 1: If density of body is greater than that of liquid } \rho>\sigma \text {. }
\)
\(
\text { Case 2: If density of body is lesser than that of liquid } \rho<\sigma \text {. }
\)
When coin is in water, volume of water displaced by coin is equal to the volume of coin \(\mathrm{V}_1\) (say).
When the coin falls into the water, weight of the (block + coin) system decreases, which was balanced by the upthrust force earlier. As weight of the system decreases, block moves up. Hence Idecreases.
When coin is at the top of wooden block, it displaces a volume of water \(V_2\), which is more than \(V_1\) Because,
Weight of coin = Weight of volume of water displaced by coin (when coin is at .the top of wooden block)
\(
\begin{aligned}
& \Rightarrow \quad \rho_c V_1 g=\rho_l V_2 g \\
& \Rightarrow \quad \frac{V_2}{V_1}=\frac{\rho_c}{\rho_l} \\
& \text { Since, } \rho_c>\rho_l \\
& \text { So, } V_2>V_1
\end{aligned}
\)
Hence, upthrust force will also decrease. As volume of water displaced by the block decreases, hence h decreases.
With increase in temperature, the viscosity of
\((c, d)\) The viscosity of gases increases with increase of temperature, because on increasing temperature the rate of diffusion increases.
The viscosity of liquid decreases with increase of temperature, because the cohesive force between the liquid molecules decreases with increase of temperature.
Relation between coefficient of viscosity and temperature (Andrade formula)
\(
\eta=\frac{A e^{C \rho / T}}{\rho^{-1 / 3}}
\)
where \(T\) = Absolute temperature of liquid, \(p=\) density of liquid, \(A\) and \(C\) are constants.
Important point: With increase in temperature, the coefficient of viscosity of liquids decreases but that of gases increases. The reason is that as temperature rises, the atoms of the liquid become more mobile, whereas in case of a gas, the collision frequency of atoms increases as their motion becomes more random.
Streamline flow is more likely for liquids with
(b, c) Streamline flow is more likely for liquids having low density. We know that greater the coefficient of viscosity of a liquid more will be the velocity gradient, hence each line of flow can be easily differentiated. Streamline flow is related with critical velocity. The critical velocity is that velocity of liquid flow up to which its flow is streamlined and above which its flow becomes turbulent. As the critical velocity is related to viscosity \((\eta)\) and density \((\rho)\) of the liquid as:
\(
\left(V_c\right) \alpha \eta / \rho
\)
Hence if the density will be low and viscosity will be high, the value of critical velocity will be more. So, option (b) and (c) are correct.
Is viscosity a vector?
Viscosity is not a vector quantity. It is a scalar quantity because viscosity is a property of liquid as it does not have any direction.
Is surface tension a vector?
Surface tension of a liquid is measured by the force acting per unit length on either side of an imaginary line drawn on the free surface of liquid, the direction of this force being perpendicular to the line and tangential to the free surface of liquid. So if \(\mathrm{F}\) is the force acting on one side of imaginary line of length \(L\), then \(\mathrm{T}=(\mathrm{F} / \mathrm{L})\). It depends only on the nature of liquid and is independent of the area of surface or length of line considered. It is a scalar quantity as it has a unique direction which is not to be specified.
Iceberg floats in water with part of it submerged. What is the fraction of the volume of iceberg submerged if the density of ice is \(\rho_{\mathrm{t}}=\) \(0.917 \mathrm{~g} \mathrm{~cm}^{-3}\) ?
According to the problem, density of ice \(\left(\rho_{\text {ice }}\right)=0.917 \mathrm{~g}^{\prime} / \mathrm{cm}^3\), Density of water \(\left(\rho_w\right)=1 \mathrm{~g} / \mathrm{cm}^3\)
Let \(V_i=\) Volume of iceberg,
\(V_w=\) Volume of water displaced by iceberg,
Weight of iceberg, \(W=\rho_i V_i g\),
Upthrust, \(F_B=\rho_w V_w g\)
At equilibrium, Weight of the iceberg \(=\) Weight of the water displaced by the submerged part by ice
\(
\begin{array}{ll}
\Rightarrow & \rho_w V_w g=\rho_i V_i g \\
\Rightarrow & \frac{V_w}{V_i}=\frac{\rho_i}{\rho_w}=\frac{0.917}{1}=0.917
\end{array}
\)
A vessel filled with water is kept on a weighing pan and the scale adjusted to zero. A block of mass \(M\) and density \(\rho\) is suspended by a massless spring of spring constant \(k\). This block is submerged inside into the water in the vessel. What is the reading of the scale?
Let \(x\) be the compression on the spring. As the block is in equilibrium
\(
M g-\left(k x+\rho_w V g\right)=0
\)
where \(\rho_w\) is the density of water and \(V\) is the volume of the block. The reading in the pan is the force applied by the water on the pan i.e.,
\(
m_{\text {vessel }}+m_{\text {water }}+\rho_w V g .
\)
Since the scale has been adjusted to zero without the block, the new reading is \(\rho_{\mathrm{w}} \mathrm{Vg}\).
A cubical block of density \(\rho\) is floating on the surface of water. Out of its height \(L\), fraction \(x\) is submerged in water. The vessel is in an elevator accelerating upward with acceleration \(a\). What is the fraction immersed?
As of block is accelerating upward, so pseudo force on the container as well as on the block must be downward.
The situation is shown in the diagram above.
According to the problem,
Given, density of block \(=\rho\), Height of block \(=L\),
Density of water \(=\rho_w\), Volume of the block \((V)=L^3\),
Mass of the block \((m)=V \rho=L^3 \rho\),
Weight of the block \(=m g=L^3 \rho g\)
Let \(x\) be the height of cube submerged in water.
1st case:
Volume of part of cube submerged in water \(=x L^2\)
\(\therefore \quad\) Weight of water displaced by block \(=x L^2 \times \rho_w g\)
As block is floating, so
\(\therefore \quad\) weight of block \(=\) weight of water displaced by block
\(\Rightarrow \quad L^3 \rho g=l L^2 \rho_w g\)
\(\Rightarrow \quad \frac{l}{L}=\frac{\rho}{\rho_w}=x\)
2nd case:
When vessel is placed in an elevator moving upward with acceleration \(a\), then effective acceleration \(=(g+a)\)
( \(\because\) Pseudo force is downward)
Then, weight of the block \(=m(g+a)\)
\(
=L^3 \rho(g+a)
\)
\(\therefore\) Effective weight of block \(=m(g+a)\)
Let \(x_1=\) new fraction of block submerged in water. Since block is still floating in water, then
\(
\begin{aligned}
& m(g+a)=\left(x_1 L^3\right) \rho_w(g+a) \\
& x_1=\frac{m}{L^3 \rho_w}=\frac{L^3 \rho}{L^3 \rho_w}=\frac{\rho}{\rho_w}=x
\end{aligned}
\)
Hence, the fraction of the block submerged is independent of any type of acceleration.
The sap in trees, which consists mainly of water in summer, rises in a system of capillaries of radius \(r=2.5 \times 10^{-5} \mathrm{~m}\). The surface tension of sap is \(T=7.28 \times 10^{-2} \mathrm{Nm}^{-1}\) and the angle of contact is \(0^{\circ}\). Does surface tension alone account for the supply of water to the top of all trees?
According to the problem, radius \((r)=2.5 \times 10^{-5} \mathrm{~m}\) Surface tension \((S)=7.28 \times 10^{-2} \mathrm{~N} / \mathrm{m}\)
Angle of contact \((\theta)=0^{\circ}\)
Density \((\rho)=10^3 \mathrm{~kg} \mathrm{~m}^{-3}\)
If \(h\) is the maximum height to which sap can rise in trees through capillarity action, is given by
\(
h=\frac{2 S \cos \theta}{r \rho g}
\)
where \(S\) = surface tension, \(\rho=\) density and \(r\) = radius
\(
=\frac{2 \times 7.28 \times 10^{-2} \times \cos 0^{\circ}}{2.5 \times 10^{-5} \times 1 \times 10^{-3} \times 9.8}=0.6 \mathrm{~m}
\)
This is the maximum height to which the sap can rise due to surface tension. Many trees have heights much greater than \(0.6 \mathrm{~m}\), so only this action is not sufficient for supply of water to the top of such long tree.
The free surface of oil in a tanker, at rest, is horizontal. If the tanker starts accelerating the free surface will be titled by an angle \(\theta\). If the acceleration is \(a \mathrm{~m} \mathrm{~s}^{-2}\), what will be the slope of the free surface?.
If the tanker accelerates in the positive \(x\) direction, then the water will bulge at the back of the tanker. The free surface will be such that the tangential force on any fluid parcel is zero.
Consider a parcel at the surface, of unit volume. The forces on the fluid are
\(
-\rho g \hat{\mathbf{y}} \text { and }-\rho a \hat{\mathbf{x}}
\)
The component of the weight along the surface is \(\rho g \sin \theta\) The component of the acceleration force along the surface is \(\rho a \cos \theta\)
\(
\therefore \rho g \sin \theta=\rho a \cos \theta
\)
Hence, \(\tan \theta=a / g\)
Two mercury droplets of radii \(0.1 \mathrm{~cm}\). and \(0.2 \mathrm{~cm}\). collapse into one single drop. What amount of energy is released? The surface tension of mercury \(T=435.5 \times 10^{-3} \mathrm{~N} \mathrm{~m}^{-1}\).
Let \(v_1\) and \(v_2\) be the volume of the droplets and \(v\) of the resulting drop.
Then \(v=v_1+v_2\)
\(
\begin{aligned}
& \Rightarrow r^3=r_1^3+r_2^3=(0.001+0.008) \mathrm{cm}^3=0.009 \mathrm{~cm}^3 \\
& \therefore \quad r=0.21 \mathrm{~cm} \\
& \therefore \Delta U=4 \pi T\left(r^2-\left(r_1^2+r_2^2\right)\right) \\
& \quad=4 \pi \times 435.5 \times 10^{-3}\left(0.21^2-0.05\right) \times 10^{-4} \mathrm{~J} \\
& \quad=-32 \times 10^{-7} \mathrm{~J}
\end{aligned}
\)
If a drop of liquid breaks into smaller droplets, it results in lowering of temperature of the droplets. Let a drop of radius \(R\), break into \(N\) small droplets each of radius \(r\). Estimate the drop in temperature.
\(
\begin{aligned}
& R^3=N r^3 \\
& \Rightarrow r=\frac{R}{N^{1 / 3}} \\
& \Delta U=4 \pi T\left(R^2-N r^2\right)
\end{aligned}
\)
Suppose all this energy is released at the cost of lowering the temperature. If \(s\) is the specific heat then the change in temperature would be,
\(\Delta T=\frac{\Delta U}{m s}=\frac{4 \pi T\left(R^2-N r^2\right)}{\frac{4}{3} \pi R^3 \rho s}\), where \(\rho\) is the density.
\(
\begin{aligned}
\therefore \Delta T & =\frac{3 T}{\rho s}\left(\frac{1}{R}-\frac{r^2}{R^3} N\right) \\
& =\frac{3 T}{\rho s}\left(\frac{1}{R}-\frac{r^2 R^3}{R^3 r^3}\right)=\frac{3 T}{\rho s}\left(\frac{1}{R}-\frac{1}{r}\right)
\end{aligned}
\)
\(
\because \quad R>r \Rightarrow \frac{1}{R}<\frac{1}{r} \Rightarrow\left(\frac{1}{R}-\frac{1}{r}\right)<0
\)
\(\therefore \quad \Delta T\) will be negative. Hence, temperature of droplet falls.
The sufrace tension and vapour pressure of water at \(20^{\circ} \mathrm{C}\) is \(7.28 \times 10^{-2} \mathrm{Nm}^{-1}\) and \(2.33 \times 10^3 \mathrm{~Pa}\), respectively. What is the radius of the smallest spherical water droplet which can form without evaporating at \(20^{\circ} \mathrm{C}\) ?
The drop will evaporate if the water pressure is more than the vapour pressure. The membrane pressure (water)
\(
\begin{aligned}
& p=\frac{2 T}{r}=2.33 \times 10^3 \mathrm{~Pa} \\
& \therefore r=\frac{2 T}{p}=\frac{2\left(7.28 \times 10^{-2}\right)}{2.33 \times 10^3}=6.25 \times 10^{-5} \mathrm{~m}
\end{aligned}
\)
Pressure decreases as one ascends the atmosphere. If the density of air is \(\rho\), what is the change in pressure \(\mathrm{d} p\) over a differential height \(dh\)?
Consider a horizontal parcel of air with cross section \(A\) and height \(d h\). Let the pressure on the top surface and bottom surface be \(p\) and \(p+d p\). If the parcel is in equilibrium, then the net upward force must be balanced by the weight.
i.e. \((p+\mathrm{d} p) A-p A=-P g A d h\)
\(
\Rightarrow \mathrm{d} p=-\rho g \mathrm{~d} h
\)
Considering the pressure \(p\) to be proportional to the density, find the pressure \(p\) at a height \(h\) if the pressure on the surface of the earth is \(p_0\).
Let the density of atr on the earth’s surface be \(\rho_0\), then
\(
\begin{aligned}
& \frac{p}{p_o}=\frac{\rho}{\rho_o} \\
& \Rightarrow \rho=\frac{\rho_o}{p_o} p \\
& \therefore d p=-\frac{\rho_o g}{p_o} p d h \\
& \Rightarrow \frac{d p}{p}=-\frac{\rho_o g}{p_o} d h \\
& \Rightarrow \int_{p_o}^p \frac{d p}{p}=-\frac{\rho_o g}{p_o} \int_o^h d h \\
& \Rightarrow \ln \frac{p}{p_o}=-\frac{\rho_o g}{p_o} h \\
& \Rightarrow p=p_o \exp \left(-\frac{\rho_o g}{p_o} h\right)
\end{aligned}
\)
If \(p_0=1.03 \times 10^5 \mathrm{~N} \mathrm{~m}^{-2}, \rho_0=1.29 \mathrm{~kg} \mathrm{~m}^{-3}\) and \(g=9.8 \mathrm{~m} \mathrm{~s}^{-2}\), at what height will the pressure drop to \((1 / 10)\) the value at the surface of the earth?
\(
\begin{aligned}
& \ln \frac{1}{10}=-\frac{\rho_o g}{p_o} h_o \\
& \therefore h_o=-\frac{p_o}{\rho_o g} \ln \frac{1}{10} \\
& =\frac{p_o}{\rho_o g} \times 2.303 \\
& =\frac{1.013 \times 10^5}{1.29 \times 9.8} \times 2.303=0.16 \times 10^5 \mathrm{~m}=16 \times 10^3 \mathrm{~m}
\end{aligned}
\)
This model of the atmosphere works for relatively small distances. Identify the underlying assumption that limits the model.
The assumption \(p \propto \rho\) is valid only for the isothermal case which is only valid for small distances.
Surface tension is exhibited by liquids due to force of attraction between molecules of the liquid. The surface tension decreases with increase in temperature and vanishes at boiling point. Given that the latent heat of vaporisation for water \(L_v=540 \mathrm{k} \mathrm{cal} \mathrm{kg}^{-1}\), the mechanical equivalent of heat \(\mathrm{J}=4.2 \mathrm{~J} \mathrm{cal}^{-1}\), density of water \(\rho_{\mathrm{w}}=10^3 \mathrm{~kg} t^{-1}\), Avagadro’s No \(N_{\mathrm{A}}=6.0 \times 10^{26} \mathrm{k} \mathrm{mole}{ }^{-1}\) and the molecular weight of water \(M_{\mathrm{A}}=18 \mathrm{~kg}\) for \(1 \mathrm{k}\) mole. Estimate the energy required for one molecule of water to evaporate.
According to the problem, latent heat of vaporisation for water
\(
\left(L_v\right)=540 \mathrm{kcal}=540 \times 10^3 \times 4.2 \mathrm{~J}=2268 \times 10^3 \mathrm{~J}
\)
Therefore, energy required to evaporate \(1 \mathrm{kmol}(18 \mathrm{~kg})\) of water
\(
\begin{aligned}
& =\left(2268 \times 10^3 \mathrm{~J}\right)(18) \\
& =40824 \times 10^3 \mathrm{~J}=4.0824 \times 10^7 \mathrm{~J}
\end{aligned}
\)
Since, there are \(N_A\) molecules in \(M_A \mathrm{~kg}\) of water, the energy required for 1 molecule to evaporate is
\(
U=\frac{M_A L_v}{N_A} \mathrm{~J}
\)
[where \(N_A=6 \times 10^{26}=\) Avogadro number]
\(
\begin{aligned}
U & =\frac{4.0824 \times 10^7}{6 \times 10^{26}} \mathrm{~J}=0.68 \times 10^{-19} \mathrm{~J} \\
& =6.8 \times 10^{-20} \mathrm{~J}
\end{aligned}
\)
Surface tension is exhibited by liquids due to force of attraction between molecules of the liquid. The surface tension decreases with increase in temperature and vanishes at boiling point. Given that the latent heat of vaporisation for water \(L_v=540 \mathrm{k} \mathrm{cal} \mathrm{kg}^{-1}\), the mechanical equivalent of heat \(\mathrm{J}=4.2 \mathrm{~J} \mathrm{cal}^{-1}\), density of water \(\rho_{\mathrm{w}}=10^3 \mathrm{~kg} t^{-1}\), Avagadro’s No \(N_{\mathrm{A}}=6.0 \times 10^{26} \mathrm{k} \mathrm{mole}{ }^{-1}\) and the molecular weight of water \(M_{\mathrm{A}}=18 \mathrm{~kg}\) for \(1 \mathrm{k}\) mole.
Show that the inter-molecular distance for water is \(d=\left[\frac{M_{\mathrm{A}}}{N_{\mathrm{A}}} \times \frac{1}{\rho_w}\right]^{1 / 3}\) and find its value.
Let the water molecules to be at points and are placed at a distance \(d\) from each other,
Volume of \(N_A\) molecule of water \(=\frac{M_A}{\rho_w}\)
Thus, the volume around one molecule is
\(
=\frac{\text { volume of } 1 \mathrm{kmol}}{\text { number of molecules } / \mathrm{kmol}}=\frac{M_A}{N_A \rho_w}
\)
And also volume around one molecule \(=d^3\)
Thus, by equating these, we get
\(
\begin{aligned}
d^3 & =\frac{M_A}{N_A \rho_w} \\
\therefore \quad d & =\left(\frac{M_A}{N_A \rho_w}\right)^{1 / 3}=\left(\frac{18}{6 \times 10^{26} \times 10^3}\right)^{1 / 3} \\
& =\left(30 \times 10^{-30}\right)^{1 / 3} \mathrm{~m} \approx 3.1 \times 10^{-10} \mathrm{~m}
\end{aligned}
\)
Surface tension is exhibited by liquids due to force of attraction between molecules of the liquid. The surface tension decreases with increase in temperature and vanishes at boiling point. Given that the latent heat of vaporisation for water \(L_v=540 \mathrm{k} \mathrm{cal} \mathrm{kg}^{-1}\), the mechanical equivalent of heat \(\mathrm{J}=4.2 \mathrm{~J} \mathrm{cal}^{-1}\), density of water \(\rho_{\mathrm{w}}=10^3 \mathrm{~kg} t^{-1}\), Avagadro’s No \(N_{\mathrm{A}}=6.0 \times 10^{26} \mathrm{k} \mathrm{mole}{ }^{-1}\) and the molecular weight of water \(M_{\mathrm{A}}=18 \mathrm{~kg}\) for \(1 \mathrm{k}\) mole.
\(1 \mathrm{~g}\) of water in the vapor state at \(1 \mathrm{~atm}\) occupies \(1601 \mathrm{~cm}^3\). Estimate the intermolecular distance at boiling point, in the vapour state.
Volume occupied by \(1 \mathrm{kmol}(18 \mathrm{~kg}\) ) of water molecules
\(
\begin{aligned}
& =\frac{1601 \times 10^{-6} \mathrm{~m}^3}{\mathrm{~g}}\left(18 \times 10^3 \mathrm{~g}\right) \\
& =28818 \times 10^{-3} \mathrm{~m}^3
\end{aligned}
\)
Since \(6 \times 10^{26}\) molecules occupies \(18 \times 1601 \times 10^{-3} \mathrm{~m}^3\)
\(\therefore\) Volume occupied by 1 molecule
\(
=\frac{28818 \times 10^{-3} \mathrm{~m}^3}{6 \times 10^{26}}=48030 \times 10^{-30} \mathrm{~m}^3
\)
If \(d^{\prime}\) is the intermolecular distance, then
\(
\left(d^{\prime}\right)^3=48030 \times 10^{-30} \mathrm{~m}^3
\)
So, \(\quad d^{\prime}=36.3 \times 10^{-10} \mathrm{~m}=36.3 \times 10^{-10} \mathrm{~m}\)
Surface tension is exhibited by liquids due to force of attraction between molecules of the liquid. The surface tension decreases with increase in temperature and vanishes at boiling point. Given that the latent heat of vaporisation for water \(L_v=540 \mathrm{k} \mathrm{cal} \mathrm{kg}^{-1}\), the mechanical equivalent of heat \(\mathrm{J}=4.2 \mathrm{~J} \mathrm{cal}^{-1}\), density of water \(\rho_{\mathrm{w}}=10^3 \mathrm{~kg} t^{-1}\), Avagadro’s No \(N_{\mathrm{A}}=6.0 \times 10^{26} \mathrm{k} \mathrm{mole}{ }^{-1}\) and the molecular weight of water \(M_{\mathrm{A}}=18 \mathrm{~kg}\) for \(1 \mathrm{k}\) mole.
During vaporisation a molecule overcomes a force \(F\), assumed constant, to go from an inter-molecular distance \(d\) to \(d^{\prime}\). Estimate the value of \(F\).
Work done to change the distance from \(d\) to \(d^{\prime}\) is \(U=F\left(d^{\prime}-d\right)\), This work done is equal to energy required to evaporate 1 molecule.
\(
\begin{aligned}
& \therefore \quad F\left(d^{\prime}-d\right)=6.8 \times 10^{-20} \\
& \text { or } \\
& F=\frac{6.8 \times 10^{-20}}{d^{\prime}-d} \\
& =\frac{6.8 \times 10^{-20}}{\left(36.3 \times 10^{-10}-3.1 \times 10^{-10}\right)} \\
& =2.048 \times 10^{-11} \mathrm{~N} \\
\end{aligned}
\)
Surface tension is exhibited by liquids due to force of attraction between molecules of the liquid. The surface tension decreases with increase in temperature and vanishes at boiling point. Given that the latent heat of vaporisation for water \(L_v=540 \mathrm{k} \mathrm{cal} \mathrm{kg}^{-1}\), the mechanical equivalent of heat \(\mathrm{J}=4.2 \mathrm{~J} \mathrm{cal}^{-1}\), density of water \(\rho_{\mathrm{w}}=10^3 \mathrm{~kg} t^{-1}\), Avagadro’s No \(N_{\mathrm{A}}=6.0 \times 10^{26} \mathrm{k} \mathrm{mole}{ }^{-1}\) and the molecular weight of water \(M_{\mathrm{A}}=18 \mathrm{~kg}\) for \(1 \mathrm{k}\) mole.
\(
\text { Calculate } F / d \text {, which is a measure of the surface tension. }
\)
\(
\text { Surface tension }=\frac{F}{d}=\frac{2.05 \times 10^{-11}}{3.1 \times 10^{-10}}=6.6 \times 10^{-2} \mathrm{~N} / \mathrm{m}
\)
A hot air balloon is a sphere of radius \(8 \mathrm{~m}\). The air inside is at a temperature of \(60^{\circ} \mathrm{C}\). How large a mass can the balloon lift when the outside temperature is \(20^{\circ} \mathrm{C}\) ? (Assume air is an ideal gas, \(R=8.314 \mathrm{~J} \mathrm{~mole} \mathrm{e}^{-1} \mathrm{~K}^{-1}, 1 \mathrm{~atm} .=1.013 \times 10^5 \mathrm{~Pa}\); the membrane tension is \(5 \mathrm{~N} \mathrm{~m}^{-1}\).)
Let the pressure inside the balloon be \(P_t\) and the outside pressure be \(P_0\)
\(
P_{\mathrm{t}}-P_o=\frac{2 \gamma}{r}
\)
Considering the air to be an ideal gas
\(P_t V=n_t R T_t\) where \(V\) is the volume of the air inside the balloon, \(n_1\) is the number of moles inside and \(T_t\) is the temperature inside, and \(P_o V=n_o R T_o\) where \(V\) is the volume of the atr displaced and \(n_0\) is the number of moles displaced and \(T_0\) is the temperature outside. \(n_1=\frac{P_i V}{R T_i}=\frac{M_i}{M_A}\) where \(M_i\) is the mass of air inside and \(\mathrm{M}_{\mathrm{A}}\) is the molar mass of air and \(n_0=\frac{P_o V}{R T_o}=\frac{M_O}{M_A}\) where \(M_0\) is the mass of air outside that has been displaced. If \(W\) is the load it can raise, then
\(
\begin{aligned}
& W+M_t g=M_o g \\
& \Rightarrow W=M_o g-M_t g
\end{aligned}
\)
Alr is \(21 \% \mathrm{O}_2\) and \(79 \% \mathrm{~N}_2\)
\(\therefore\) Molar mass of air \(M_{\mathrm{A}}=0.21 \times 32+0.79 \times 28=28.84 \mathrm{~g}\).
\(\Rightarrow W=\frac{M_A V}{R}\left(\frac{P_o}{T_o}-\frac{P_i}{T_i}\right) g\)
\(=\frac{0.02884 \times \frac{4}{3} \pi \times 8^3 \times 9.8}{8.314}\left(\frac{1.013 \times 10^5}{293}-\frac{1.013 \times 10^5}{333}-\frac{2 \times 5}{8 \times 313}\right) \mathrm{N}\) \(=\frac{0.02884 \times \frac{4}{3} \pi \times 8^3}{8.314} \times 1.013 \times 10^5\left(\frac{1}{293}-\frac{1}{333}\right) \times 9.8 \mathrm{~N}\) \(=3044.2 \mathrm{~N}\).
The contact angle between pure water and pure silver is \(90^{\circ}\). If a capillary tube made of silver is dipped at one end in pure water, will the water rise in the capillary?
No, the water will neither rise nor fall in the silver capillary.
According to Jurin’s law, the level of water inside a capillary tube is given by \(h=\frac{2 T \cos \theta}{r \rho g}\)
Here, \(\theta=90^{\circ}\)
\(
\begin{aligned}
& \Rightarrow h=\frac{2 T \cos 90^0}{r \rho g} \\
& \Rightarrow h=0
\end{aligned}
\)
Thus, the water level neither rises nor falls.
It is said that a liquid rises or is depressed in a capillary due to the surface tension. If a liquid neither rises nor
depresses in a capillary, can we conclude that the surface tension of the liquid is zero ?
No, we cannot conclude the surface tension to be zero solely by the fact that the liquid neither rises nor falls in a capillary.
The height of the liquid inside a capillary tube is given by \(h=\frac{2 T \cos \theta}{r \rho g}\). From the equation, we see that the height (h) of the liquid may also be zero if the contact angle \(\theta\) between the liquid and the capillary tube is \(90^0\) or \(270^0\)
The contact angle between water and glass is \(0^{\circ}\). When water is poured in a glass to the maximum of its capacity, the water surface is convex upward. The angle of contact in such a situation is more than \(90^{\circ}\). Is this correct?
Due to the surface tension, the surface of the liquid acts as a stretched membrane. So even if some more water than the rim level of the glass is poured into it, the stretched water surface which holds the glass rim due to adhesion becomes convex upward and the contact angle between the water and the glass becomes more than \(90^{\circ}\) in this situation.
The zero degrees angle of contact for water and the glass is for the situation when the water level is below the rim level of the glass. In some special situations, the angle of contact may change.
A uniform vertical tube of circular cross section contains a liquid. The contact angle is \(90^{\circ}\). Consider a diameter of the tube lying in the surface of the liquid. The surface to the right of this diameter pulls the surface on the left of it. What keeps the surface on the left in equilibrium ?
As the angle of contact is 0 , there is no force between the surface of the tube and the liquid. The diameter of the liquid surface is pulled on both sides by equal and opposite forces of surface tension. This results in no net force remaining on the surface of the liquid. Hence, the liquid stays in equilibrium.
When a glass capillary tube is dipped at one end in water, water rises in the tube. The gravitational potential energy is thus increased. Is it a violation of conservation of energy ?
No, it does not violate the principle of conservation of energy.
There is a force of attraction between glass and water, which is why the liquid rises in the tube. However, when water and glass are not in contact, there exists a potential energy in the system. When they are brought into contact, this potential energy is first converted into kinetic energy, which lets the liquid rush upwards in the tube, and then into gravitational potential energy. Therefore, energy is not created in the process.
If a mosquito is dipped into water and released, it is not able to fly till it is dry again. why?
A mosquito thrown into water has its wings wet. Now, wet wing surfaces tend to stick together because of the surface tension of water. This does not let the mosquito fly.
The force of surface tension acts tangentially to the surface whereas the force due to air pressure acts perpendicularly on the surface. How is then the force due to excess pressure inside a bubble balanced by the force due to the surface tension ?
force \(\left(F_{\mathrm{t}}\right)\) due to the surface tension acts tangentially. The net force \((F)\) is acting downward.
When the size of a soap bubble is increased by pushing more air in it, the surface area increases. Does it mean that the average separation between the surface molecules is increased ?
No. The average intermolecular distances do not increase with an increase in the surface area.
A soap bubble’s layer consists of several thousand layers of molecules. An increase in the surface area causes the surface energy to also increase. This in turn allows more and more molecules from the inner liquid layers of the bubble to attain potential energy, enabling them to enter the outer surface of the bubble. Hence, the surface area increases.
Frictional force between solids operates even when they do not move with respect to each other. Do we have viscous force acting between two layers even if there is no relative motion ?
No. For a liquid at rest, no viscous forces exist.
Viscous forces oppose relative motion between the layers of a liquid. These layers do not exist in a liquid that is at rest. Therefore, it is obvious that viscous forces are non-existent in a static liquid.
Water near the bed of a deep river is quiet while that near the surface flows. Give reasons.
If water in one flask and castor oil in other are violently shaken and kept on a table, which will come to rest earlier ?
Castor oil will come to rest more quickly because it has a greater coefficient of viscosity than water.
Castor oil has a higher viscosity than water. It will therefore, lose kinetic energy and come to rest faster than water.
By a surface of a liquid we mean
The surface of a liquid refers to the layer of molecules that have higher potential energy than the bulk of the liquid. This layer is typically 10 to 15 times the diameter of the molecule. Now, the size of an average molecule is around \(1 \mathrm{~nm}=\) \(10^{-9} \mathrm{~m}\), so a diameter of 10 to 15 times would be of order \(10 \times 10^{-9}=10^{-8} \mathrm{~m}\).
An ice cube is suspended in vacuum in a gravity free hall. As the ice melts it
As the ice cube melts completely, the water thus formed will have minimum surface area due to its surface tension. Any state of matter that has a minimum surface area to its volume takes the shape of a sphere. Therefore, as the ice melts, it will take the shape of a sphere.
When water droplets merge to form a bigger drop
As the water droplets merge to form a single droplet, the surface area decreases. With this decrease in surface area, the surface energy of the resulting drop also decreases. Therefore, extra energy must be liberated from the drop in accordance with the conservation of energy.
The dimension \(\mathrm{ML}^{-1} \mathrm{~T}^{-2}\) can correspond to
Dimension of modulus of elasticity:
\(
\frac{\frac{F}{A}}{\frac{\Delta l}{l}}=\frac{\left[M L T^{-2}\right]}{L^2}=\left[M L^{-1} T^{-2}\right]
\)
Dimension of moment of force:
\(
F L=\left[M L T^{-2}\right][L]=\left[M L^2 T^{-2}\right]
\)
Dimension of surface tension:
\(
\frac{F}{L}=\frac{\left[M L T^{-2}\right]}{L}=\left[M T^{-2}\right]
\)
Dimension of coefficient of viscosity:
\(
\frac{F L}{A v}=\frac{\left[M L T^{-2}\right][L]}{\left[L^2\right]\left[L T^{-1}\right]}=\left[M L^{-1} T^{-1}\right]
\)
Air is pushed into a soap bubble of radius \(r\) to double its radius. If the surface tension of the soap solution is \(S\), the work done in the process is
No. of surfaces of a soap bubble \(=2\)
Increase in surface area \(=4 \pi(2 r)^2-4 \pi(r)^2=12 \pi r^2\)
Total increase in surface area \(=2 \times 12 \pi r^2=24 \pi r^2\)
Work done = change in surface energy
\(
=S \times 24 \pi r^2=24 \pi r^2 S
\)
If more air is pushed in a soap bubble, the pressure in it
Excess pressure inside a bubble is given by: \(P=\frac{4 T}{r}\).
When air is pushed into the bubble, it grows in size. Therefore, its radius increases. An increase in size causes the pressure inside the soap bubble to decrease as pressure is inversely proportional to the radius.
If two soap bubbles of different radii are connected by a tube,
The smaller bubble has a greater inner pressure than the bigger bubble. Air moves from a region of high pressure to a region of low pressure. Therefore, air moves from the smaller to the bigger bubble.
Figure below shows a capillary tube of radius \(r\) dipped into water. If the atmospheric pressure is \(P_0\), the pressure at point \(A\) is
Radius of the tube \(=r\)
Net upward force due to surface tension \(=\mathrm{S} \cos \theta \times 2 \pi r\)
Upward pressure \(=\frac{S \cos \theta \times 2 \pi r}{\pi r^2}=\frac{2 S \cos \theta}{r}\)
Net downward pressure due to atmosphere \(=P_o\)
\(\Rightarrow\) Net pressure at \(\mathrm{A}=P_o-\frac{2 S \cos \theta}{r}\)
Since \(\theta\) is small,
\(\cos \theta \approx 1\)
\(\Rightarrow\) Net pressure \(=P_o-\frac{2 S}{r}\)
The excess pressure inside a soap bubble is twice the excess pressure inside a second soap bubble. The volume of the first bubble is \(n\) times the volume of the second where \(n\) is
Let the excess pressure inside the second bubble be \(P\).
\(\therefore\) Excess pressure inside the first bubble \(=2 \mathrm{P}\)
Let the radius of the second bubble be \(\mathrm{R}\).
Let the radius of the first bubble be \(\mathrm{x}\).
Excess pressure inside the 2 nd soap bubble:
\(
P=\frac{4 S}{R} \ldots \text { (1) }
\)
Excess pressure inside the 1st soap bubble:
\(
2 P=\frac{4 S}{x}
\)
From (1), we get :
\(
\begin{aligned}
& 2\left(\frac{4 S}{R}\right)=\frac{4 S}{x} \\
& \Rightarrow x=\frac{R}{2}
\end{aligned}
\)
\(
\begin{aligned}
& \text { Volume of the first bubble }=\frac{4}{3} \pi x^3 \\
& \text { Volume of the second bubble }=\frac{4}{3} \pi R^3 \\
& \Rightarrow \frac{4}{3} \pi x^3=n \frac{4}{3} \pi R^3 \\
& \Rightarrow x^3=n R^3 \\
& \Rightarrow\left(\frac{R}{2}\right)^3=n R^3 \\
& \Rightarrow n=\frac{1}{8}=0.125
\end{aligned}
\)
Which of the following graphs may represent the relation between the capillary rise \(h\) and the radius \(r\) of the capillary?
The relationship between height \(h\) and radius \(r\) is given by:
\(
\mathrm{h}=\frac{2 S \cos \theta}{r \rho g}
\)
If \(\mathrm{S}, \theta, \rho\) and \(\mathrm{g}\) are considered constant, we have:
\(\mathrm{h} \propto \frac{1}{r}\)
This equation has the characteristic of a rectangular hyperbola. Therefore, curve (c) is a rectangular hyperbola.
Water rises in a vertical capillary tube up to a length of \(10 \mathrm{~cm}\). If the tube is inclined at \(45^{\circ}\), the length of water risen in the tube will be
Given :
\(
\begin{aligned}
& {l}=10 \mathrm{~cm} \\
& \alpha=45^0
\end{aligned}
\)
Rise in water level after the tube is tilted \(=\mathrm{h}\)
\(
\begin{aligned}
& \Rightarrow {l}=\mathrm{h} \cos 45^{\circ} \\
& \Rightarrow h=\frac{l}{\cos 45^0}=\frac{10}{\left(\frac{1}{\sqrt{2}}\right)}=10 \sqrt{2} \mathrm{~cm}
\end{aligned}
\)
A \(20 \mathrm{~cm}\) long capillary tube is dipped in water. The water rises up to \(8 \mathrm{~cm}\). If the entire arrangement is put in a freely falling elevator, the length of water column in the capillary tube will be
Height of water column in capillary tube is given by:
\(
h=\frac{2 T \cos \theta}{r \rho g}
\)
A free falling elevator experiences zero gravity .
\(
\Rightarrow h=\frac{2 T \cos \theta}{r \rho 0}=\infty
\)
But, \(\mathrm{h}=20 \mathrm{~cm}\) (given)
Therefore, the height of the water column will remain at a maximum of \(20 \mathrm{~cm}\).
On freely falling elevator, the gravitational force on water will be zero therefore, surface tension will not be cancelled by any other force and, hence, water will be raised to full length of capillary tube.
Viscosity is a property of
\(
\text { Viscosity is one property of fluids. Fluids include both liquids and gases. }
\)
The force of viscosity is
The force of viscosity arises from molecular interaction between different layers of fluids that are in motion. Molecular forces are electromagnetic in nature. Therefore, viscosity must also be electromagnetic.
A raindrop falls near the surface of the earth with almost uniform velocity because
Air has viscosity. During rainfall, the raindrops acquire acceleration due to gravity. However, the increase in velocity is hindered by the viscous force acting upwards. A gradual balance between the two opposing forces causes the raindrops to attain a terminal velocity, thus, falling with a uniform velocity.
The viscous force acting between two layers of a liquid is given by \(\frac{F}{A}=-\eta \frac{d v}{d z}\). This \(F / A\) may be called
The viscous force acts tangentially between two parallel layers of a liquid. In terms of force on a material, it is analogous to a shearing force.
A piece of wood is taken deep inside a long column of water and released. It will move up
The density of wood is less than that of water.When a piece of wood is immersed deep inside a long column of water and released, it experiences a buoyant force that gives it an upward acceleration. The velocity of wood increases as its motion is accelerated by the buoyant force. However, the viscous drag force acts simultaneously to oppose its upward motion. As a result, the initial acceleration decreases and the wood rises with a decreasing upward acceleration.
A solid sphere falls with a terminal velocity of \(20 \mathrm{~m} \mathrm{~s}^{-1}\) in air. If it is allowed to fall in vacuum,
In vacuum, no viscous force exists. The sphere therefore, will have constant acceleration because of gravity. An accelerated motion implies that it won’t have uniform velocity throughout its motion. In other words, there will be no terminal velocity.
A spherical ball is dropped in a long column of a viscous liquid. The speed of the ball as a function of time may be best represented by the graph
Initially, when the ball starts moving, its velocity is small. Gradually, the velocity of the ball increases due to acceleration caused by gravity. However, as the velocity increases, the viscous force acting on the ball also increases. This force tends to decelerate the ball. Therefore, after reaching a certain maximum velocity, the ball slows down.
The properties of a surface are different from those of the bulk liquid because the surface molecules
(c) The surface molecules acquire air and liquid molecules in their sphere of influence.
(d) The surface molecules have different magnitudes of forces pulling them from the top and the bulk. So, they are affected by a net finite force in one direction.
The rise of a liquid in a capillary tube depends on
Height of the liquid in the capillary tube is given by :
\(
\begin{aligned}
& \mathrm{h}=\frac{2 S \cos \theta}{r \rho g} \\
& \mathrm{~h}=\text { Height } \\
& \mathrm{S}=\text { Surface tension } \\
& \mathrm{r}=\text { Inner radius of the tube } \\
& \rho=\text { Density of the liquid } \\
& \mathrm{g}=\text { Acceleration due to gravity }
\end{aligned}
\)
a) \(\theta\) and \(\rho\) depend upon the material of the capillary tube and the liquid .
\(b\) ) \(\mathrm{h}\) is dependent on the length of the tube. If the length is insufficient, then \(\mathrm{h}\) will be low .
d) \(r\) is the inner radius of the tube.
The contact angle between a solid and a liquid is a property of
The angle of contact between a solid and a liquid depends upon the molecular forces of both the substances. Therefore, it depends upon the material of the solid and the liquid.
A liquid is contained in a vertical tube of semicircular cross section (figure below). The contact angle is zero. The force of surface tension on the curved part and on the flat part are in ratio
Let the height of the liquid-filled column be \(L\).
Let the radius be denoted by \(R\).
Total perimeter of the curved part \(=\) semi – circumference of upper area \(=\pi r\)
Total surface tension force \(=\pi R S\)
Total perimeter of the flat part \(=2 \mathrm{R}\)
Total surface tension force \(=2 \mathrm{RS}\)
Ratio of curved surface force to flat surface force \(=\frac{\pi R S}{2 R S}=\frac{\pi}{2}\)
When a capillary tube is dipped into a liquid, the liquid neither rises nor falls in the capillary.
The rise in a capillary tube is given as, \(\mathrm{h}=2 \mathrm{~S} \cdot \cos \theta / r \rho g\) The capillary tube has a certain inner radius r. So \(r, \rho\) and \(g\) are not zero. For \(h\) to be zero either surface tension \(\mathrm{S}\) may be zero or the contact angle \(\theta=90^{\circ}\) so that \(\cos \theta=0\). But we can not conclude that \(\mathrm{S}\) must be zero or \(\theta\) must be \(90^{\circ}\). Hence the option (c) and (d) are true.
A solid sphere moves at a terminal velocity of \(20 \mathrm{~m} \mathrm{~s}^{-1}\) in air at a place where \(g=9 \cdot 8 \mathrm{~m} \mathrm{~s}^{-2}\). The sphere is taken in a gravity-free hall having air at the same pressure and pushed down at a speed of \(20 \mathrm{~m} \mathrm{~s}^{-1}\).
since there is no gravity, tnere will be no inıtıal acceleratıon in downward direction. Hence the option (a) is incorrect.
\(20 \mathrm{~m} / \mathrm{s}\) is the terminal velocity. At this velocity, the viscous force is equal to the weight of the sphere (assuming the buoyant force to be negligible because air has a very low density). i.e \(F_v=m g\) at \(v=20 \mathrm{~m} / \mathrm{s}\)
When sphere is thrown downwards at a speed of \(20 \mathrm{~m} / \mathrm{s}\), once again, viscous force \(F_v=m g\) will act vertically upwards.
\(\mathrm{W}=\mathrm{mg}=0\) [since gravity free space]
\(
\Rightarrow \mathrm{a}=\frac{F_v}{m}=\frac{m g}{m}=g
\)
The sphere gets an initial acceleration \(a=9.8 \mathrm{~m} / \mathrm{s}^2\) in upward direction.
\(\therefore\) Hence option (b) is correct.
\(F_v\) acting in opposite direction of velocity will cause retardation in the sphere. Hence, its velocity will decrease continously.
\(F_v \propto v\)
\(\Rightarrow F_v \downarrow\) as \(v \downarrow\)
Hence, magnitude of acceleration (retardation) also reduces as time passes.
\(\therefore\) Option (c) is correct
Since the viscous force \(\left(F_v\right)\) continously opposes the motion of the sphere, it will eventually stop i.e at some instant \(v=0\) will be achieved.
Hence, the option (d) is also correct.
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