Given below are two statements:
Statement I: If a capillary tube is immersed first in cold water and then in hot water, the height of capillary rise will be smaller in hot water.
Statement II: If a capillary tube is immersed first in cold water and then in hot water, the height of capillary rise will be smaller in cold water.
In the light of the above statements, choose the most appropriate from the options given below:
A.Both Statement I and Statement II are true
B.Both Statement I and Statement II are false
C.Statement I is true but Statement II is false
D.Statement I is false but Statement II is true
Solution & Explanation
### Related Formula
The height of capillary rise (h$h$) is given by:
h = frac2T cos thetarho g r$h = \frac{2T \cos \theta}{\rho g r}$
where,
T$T$ = surface tension of the liquid
theta$\theta$ = angle of contact
rho$\rho$ = density of the liquid
r$r$ = radius of the capillary tube
### Core Logic
As the temperature of water increases, its intermolecular cohesive forces decrease. This leads to a decrease in surface tension (T$T$).
Since h propto T$h \propto T$ (assuming rho$\rho$ and theta$\theta$ remain relatively constant), height of capillary rise decreases with increase in temperature.
### Step 1: Evaluate Statement I and II
Because T_texthot lt T_textcold$T_{\text{hot}} \lt T_{\text{cold}}$, it follows that h_texthot lt h_textcold$h_{\text{hot}} \lt h_{\text{cold}}$.
* **Statement I** states: the height of capillary rise will be smaller in hot water. This is **True**.
* **Statement II** states: the height of capillary rise will be smaller in cold water. This is **False**.
### Pattern Recognition
Remember the key physical dependence: **Temperature Up implies$\implies$ Surface Tension Down implies$\implies$ Capillary Rise Down**. This basic trend of cohesive/adhesive properties versus thermal energy frequently appears in competitive conceptual physical chemistry/fluid physics questions.
### Evaluation Rubric / Model Answer
null
### Chapter Mix
Class 11 Physics: Mechanical Properties of Fluids
Keywords:#height of capillary rise#JEE Main 2024 Morning Q33#Fluids JEE Main 2024#Surface Tension and Capillarity
More Mechanical Properties of Fluids Previous-Year Questions
Q4jee_main_2025_02_april_eveningSurface Tension and Surface Energy
Two water drops each of radius r$r$ coalesce to form a bigger drop. If T$T$ is the surface tension, the surface energy released in this process is:
A.4pi r^2 T left[2 - 2^frac23right]$4\pi r^2 T \left[2 - 2^{\frac{2}{3}}\right]$
B.4pi r^2 T left[2 - 2^frac13right]$4\pi r^2 T \left[2 - 2^{\frac{1}{3}}\right]$
C.4pi r^2 T left[1 + sqrt2right]$4\pi r^2 T \left[1 + \sqrt{2}\right]$
D.4pi r^2 T left[sqrt2 - 1right]$4\pi r^2 T \left[\sqrt{2} - 1\right]$
Solution
### Related Formula
1. Surface Energy:
U = T cdot A = T cdot (4pi R^2)$U = T \cdot A = T \cdot (4\pi R^2)$
2. Conservation of Volume during coalescence of drops:
2 times left(frac43pi r^3right) = frac43pi R^3$2 \times \left(\frac{4}{3}\pi r^3\right) = \frac{4}{3}\pi R^3$
### Core Logic
When two drops of radius r$r$ coalesce into a single larger drop of radius R$R$, volume is conserved:
R^3 = 2r^3 implies R = 2^1/3 r$R^3 = 2r^3 \implies R = 2^{1/3} r$
- Initial surface area of the two separate drops:
A_i = 2 times 4pi r^2 = 8pi r^2$A_i = 2 \times 4\pi r^2 = 8\pi r^2$
- Final surface area of the combined single drop:
A_f = 4pi R^2 = 4pi (2^1/3 r)^2 = 4pi r^2 2^2/3$A_f = 4\pi R^2 = 4\pi (2^{1/3} r)^2 = 4\pi r^2 2^{2/3}$
- Surface energy released:
Delta E = U_i - U_f = T(A_i - A_f)$\Delta E = U_i - U_f = T(A_i - A_f)$Delta E = T left( 8pi r^2 - 4pi r^2 2^2/3 right) = 4pi r^2 T left[ 2 - 2^2/3 right]$\Delta E = T \left( 8\pi r^2 - 4\pi r^2 2^{2/3} \right) = 4\pi r^2 T \left[ 2 - 2^{2/3} \right]$
### Pattern Recognition
Sees: Coalescence of N$N$ identical drops.
Trap: Forgetting to conserve volume first, or confusing initial and final surface areas.
Shortcut: Energy released when N$N$ drops coalesce into one big drop is:
Delta E = 4pi r^2 T left[ N - N^2/3 right]$\Delta E = 4\pi r^2 T \left[ N - N^{2/3} \right]$
Here, substituting N = 2$N = 2$ directly gives 4pi r^2 T left[ 2 - 2^2/3 right]$4\pi r^2 T \left[ 2 - 2^{2/3} \right]$.
### Evaluation Rubric / Model Answer
null
### Chapter Mix
Class 11 Physics: Mechanical Properties of Fluids
A vessel with square cross-section and height of 6mathrm~m$6\mathrm{~m}$ is vertically partitioned. A small window of 100mathrm~cm^2$100\mathrm{~cm}^2$ with hinged door is fitted at a depth of 3mathrm~m$3\mathrm{~m}$ in the partition wall. One part of the vessel is filled completely with water and the other side is filled with the liquid having density 1.5times 10^3mathrm~kg/m^3$1.5\times 10^{3}\mathrm{~kg/m}^{3}$. What force one needs to apply on the hinged door so that it does not get opened? (Acceleration due to gravity = 10mathrm~m/s^2$= 10\mathrm{~m/s}^2$)
Numerical Answer.Answer: 150 to 150
Solution
### Related Formula
P = P_0 + rho g h$P = P_0 + \rho g h$F = Delta P cdot A$F = \Delta P \cdot A$
### Core Logic
Let's analyze the pressure acting on the window at depth h = 3mathrm~m$h = 3\mathrm{~m}$ from both sides:
- Water side (density rho_w = 1.0 times 10^3mathrm~kg/m^3$\rho_w = 1.0 \times 10^3\mathrm{~kg/m}^3$):
P_w = P_0 + rho_w g h$P_w = P_0 + \rho_w g h$
- Denser liquid side (density rho_l = 1.5 times 10^3mathrm~kg/m^3$\rho_l = 1.5 \times 10^3\mathrm{~kg/m}^3$):
P_l = P_0 + rho_l g h$P_l = P_0 + \rho_l g h$
The net pressure difference pushing on the window is:
Delta P = P_l - P_w = (rho_l - rho_w) g h$\Delta P = P_l - P_w = (\rho_l - \rho_w) g h$Delta P = (1.5 times 10^3 - 1.0 times 10^3) times 10 times 3 = 500 times 30 = 15000mathrm~N/m^2$\Delta P = (1.5 \times 10^3 - 1.0 \times 10^3) \times 10 \times 3 = 500 \times 30 = 15000\mathrm{~N/m}^2$
The window has area A = 100mathrm~cm^2 = 100 times 10^-4mathrm~m^2 = 10^-2mathrm~m^2$A = 100\mathrm{~cm}^2 = 100 \times 10^{-4}\mathrm{~m}^2 = 10^{-2}\mathrm{~m}^2$.
To keep the door from opening, we must apply a force balancing the pressure difference:
F = Delta P cdot A = 15000 times 10^-2 = 150mathrm~N$F = \Delta P \cdot A = 15000 \times 10^{-2} = 150\mathrm{~N}$
### Step 1: Final Conclusion
The required force is $
### Step 1: Final Conclusion
The required force is $150\mathrm{~N}.
### Pattern Recognition
For a vertical interface between two fluids, the net pressure difference is simply given by $.
### Pattern Recognition
For a vertical interface between two fluids, the net pressure difference is simply given by $\Delta P = \Delta \rho \cdot g h. The ambient atmospheric pressure $. The ambient atmospheric pressure $P_0$ cancels out since it acts on both sides of the window.
### Evaluation Rubric / Model Answer
null
### Chapter Mix
Class 11 Physics: Mechanical Properties of Fluids
Qjee_main_2025_03_april_eveningWork Done by Gravity in Connecting Vessels
Two cylindrical vessels of equal cross sectional area of 2mathrm~m^2$2\mathrm{~m}^{2}$ contain water upto height 10mathrm~m$10\mathrm{~m}$ and 6mathrm~m$6\mathrm{~m}$, respectively. If the vessels are connected at their bottom then the work done by the force of gravity is :
(Density of water is 10^3mathrm~kg/m^3$10^{3}\mathrm{~kg/m}^{3}$ and g=10mathrm~m/s^2$g=10\mathrm{~m/s}^{2}$)
A.1 times 10^5mathrm~J$1 \times 10^{5}\mathrm{~J}$
B.4 times 10^4mathrm~J$4 \times 10^{4}\mathrm{~J}$
C.6 times 10^4mathrm~J$6 \times 10^{4}\mathrm{~J}$
D.8 times 10^4mathrm~J$8 \times 10^{4}\mathrm{~J}$
Solution
### Related Formula
The gravitational potential energy U$U$ of a liquid column of mass m$m$ and height h$h$ is evaluated relative to its bottom by placing its total mass at its center of mass (h/2$h/2$):
U = m g left(frach2right) = (rho A h) g left(frach2right) = frac12 rho A g h^2$U = m g \left(\frac{h}{2}\right) = (\rho A h) g \left(\frac{h}{2}\right) = \frac{1}{2} \rho A g h^2$
Work done by the force of gravity (W$W$) equals the negative change in potential energy:
W = -Delta U = U_i - U_f$W = -\Delta U = U_i - U_f$
### Core Logic
Since the vessels are identical and connected at the bottom, water flows from the higher column to the lower one until their final heights equalize at:
h_f = frac10 + 62 = 8mathrm~m$h_f = \frac{10 + 6}{2} = 8\mathrm{~m}$
### Step 1: Calculate Initial Potential Energy (U_i$U_i$)
Let the reference level U=0$U=0$ be at the bottom:
U_i = U_1 + U_2 = frac12 rho A g h_1^2 + frac12 rho A g h_2^2$U_i = U_1 + U_2 = \frac{1}{2} \rho A g h_1^2 + \frac{1}{2} \rho A g h_2^2$U_i = frac12 rho A g left(10^2 + 6^2right) = frac12 rho A g (100 + 36) = 68 rho A g$U_i = \frac{1}{2} \rho A g \left(10^2 + 6^2\right) = \frac{1}{2} \rho A g (100 + 36) = 68 \rho A g$Work Done by Gravity in Connecting Vessels
### Step 2: Calculate Final Potential Energy (U_f$U_f$)
Both vessels equalize to h_f = 8mathrm~m$h_f = 8\mathrm{~m}$:
U_f = 2 times left[ frac12 rho A g h_f^2 right] = rho A g (8^2) = 64 rho A g$U_f = 2 \times \left[ \frac{1}{2} \rho A g h_f^2 \right] = \rho A g (8^2) = 64 \rho A g$
### Step 3: Work Done by Gravity (W$W$)
W = U_i - U_f = 68 rho A g - 64 rho A g = 4 rho A g$W = U_i - U_f = 68 \rho A g - 64 \rho A g = 4 \rho A g$
Substitute the given values (
ho = 10^3mathrm~kg/m^3$
ho = 10^3\mathrm{~kg/m}^3$, A = 2mathrm~m^2$A = 2\mathrm{~m}^2$, g = 10mathrm~m/s^2$g = 10\mathrm{~m/s}^2$):
W = 4 times 10^3 times 2 times 10 = 8 times 10^4mathrm~J$W = 4 \times 10^3 \times 2 \times 10 = 8 \times 10^4\mathrm{~J}$
### Pattern Recognition
For leveling liquids between two identical connected columns, the shift in center of mass always simplifies. The loss in potential energy is given by $
### Pattern Recognition
For leveling liquids between two identical connected columns, the shift in center of mass always simplifies. The loss in potential energy is given by $\Delta U = \frac{1}{4} \rho A g (h_1 - h_2)^2. Applying this directly:
$. Applying this directly:
$Delta U = frac14 times 10^3 times 2 times 10 times (10 - 6)^2 = 5000 times 16 = 8 times 10^4mathrm~J$\Delta U = \frac{1}{4} \times 10^3 \times 2 \times 10 \times (10 - 6)^2 = 5000 \times 16 = 8 \times 10^4\mathrm{~J}$$
### Evaluation Rubric / Model Answer
null
### Chapter Mix
Class 11 Physics: Mechanical Properties of Fluids
Q12jee_main_2025_03_april_eveningViscosity and Terminal Velocity
A solid steel ball of diameter 3.6mathrm~mm$3.6\mathrm{~mm}$ acquired terminal velocity 2.45times10^-2mathrm~m/s$2.45\times10^{-2}\mathrm{~m/s}$ while falling under gravity through an oil of density 925mathrm~kg~m^-3$925\mathrm{~kg~m}^{-3}$. Take density of steel as 7825mathrm~kg~m^-3$7825\mathrm{~kg~m}^{-3}$ and g as 9.8mathrm~m/s^2$9.8\mathrm{~m/s}^{2}$. The viscosity of the oil in SI unit is :
A. 2.18
B. 2.38
C. 1.68
D. 1.99
Solution
### Related Formula
Terminal velocity v_t$v_t$ of a spherical body falling through a viscous fluid is given by Stokes' Law:
v_t = frac29 fracr^2 g (rho_textbody - rho_textfluid)eta$v_t = \frac{2}{9} \frac{r^2 g (\rho_{\text{body}} - \rho_{\text{fluid}})}{\eta}$
Hence, the viscosity coefficient eta$\eta$ is:
eta = frac29 fracr^2 g (rho_textbody - rho_textfluid)v_t$\eta = \frac{2}{9} \frac{r^2 g (\rho_{\text{body}} - \rho_{\text{fluid}})}{v_t}$
### Core Logic
Given parameters:
- Diameter d = 3.6mathrm~mm Rightarrow$d = 3.6\mathrm{~mm} \Rightarrow$ radius r = 1.8mathrm~mm = 1.8 times 10^-3mathrm~m$r = 1.8\mathrm{~mm} = 1.8 \times 10^{-3}\mathrm{~m}$
- Terminal velocity v_t = 2.45 times 10^-2mathrm~m/s$v_t = 2.45 \times 10^{-2}\mathrm{~m/s}$
- Liquid density rho_textfluid = 925mathrm~kg/m^3$\rho_{\text{fluid}} = 925\mathrm{~kg/m}^3$
- Steel density rho_textbody = 7825mathrm~kg/m^3$\rho_{\text{body}} = 7825\mathrm{~kg/m}^3$
- Acceleration due to gravity g = 9.8mathrm~m/s^2$g = 9.8\mathrm{~m/s}^2$
### Step 1: Substitute parameters into formula
eta = frac29 times frac(1.8 times 10^-3)^2 times 9.8 times (7825 - 925)2.45 times 10^-2$\eta = \frac{2}{9} \times \frac{(1.8 \times 10^{-3})^2 \times 9.8 \times (7825 - 925)}{2.45 \times 10^{-2}}$eta = frac29 times frac3.24 times 10^-6 times 9.8 times 69002.45 times 10^-2$\eta = \frac{2}{9} \times \frac{3.24 \times 10^{-6} \times 9.8 \times 6900}{2.45 \times 10^{-2}}$
### Step 2: Solve the numeric calculation
eta = frac2 times 0.36 times 10^-6 times 9.8 times 69002.45 times 10^-2$\eta = \frac{2 \times 0.36 \times 10^{-6} \times 9.8 \times 6900}{2.45 \times 10^{-2}}$eta = frac0.72 times 9.8 times 6900 times 10^-62.45 times 10^-2$\eta = \frac{0.72 \times 9.8 \times 6900 \times 10^{-6}}{2.45 \times 10^{-2}}$eta = frac48700.8 times 10^-62.45 times 10^-2 = frac0.04870080.0245 approx 1.99mathrm~Pacdot s$\eta = \frac{48700.8 \times 10^{-6}}{2.45 \times 10^{-2}} = \frac{0.0487008}{0.0245} \approx 1.99\mathrm{~Pa\cdot s}$
### Pattern Recognition
Be careful when converting diameter to radius ($
### Pattern Recognition
Be careful when converting diameter to radius ($r = d/2$). Always ensure all numerical parameters are converted cleanly to SI base units (meters, kilograms, seconds) before applying Stokes' formula.
### Evaluation Rubric / Model Answer
null
### Chapter Mix
Class 11 Physics: Mechanical Properties of Fluids
Q22jee_main_2025_03_april_eveningExcess Pressure in Soap Bubbles
The excess pressure inside a soap bubble A in air is half the excess pressure inside another soap bubble B in air. If the volume of the bubble A is n$n$ times the volume of the bubble B, then the value of n$n$ is ________.
Numerical Answer.Answer: 8 to 8
Solution
### Related Formula
Excess pressure inside a soap bubble in air (which has two liquid-gas interfaces) is given by:
Delta P = frac4TR Rightarrow R propto frac1Delta P$\Delta P = \frac{4T}{R} \Rightarrow R \propto \frac{1}{\Delta P}$
The volume V$V$ of a spherical bubble of radius R$R$ is:
V = frac43pi R^3 Rightarrow V propto R^3 propto left(frac1Delta Pright)^3$V = \frac{4}{3}\pi R^3 \Rightarrow V \propto R^3 \propto \left(\frac{1}{\Delta P}\right)^3$
### Core Logic
Given state:
Delta P_A = frac12 Delta P_B Rightarrow fracDelta P_BDelta P_A = 2$\Delta P_A = \frac{1}{2} \Delta P_B \Rightarrow \frac{\Delta P_B}{\Delta P_A} = 2$
### Step 1: Calculate the ratio of radii
fracR_AR_B = fracDelta P_BDelta P_A = 2$\frac{R_A}{R_B} = \frac{\Delta P_B}{\Delta P_A} = 2$
### Step 2: Calculate volume scaling parameter (n$n$)
V_A = n V_B Rightarrow n = fracV_AV_B = left(fracR_AR_Bright)^3 = (2)^3 = 8$V_A = n V_B \Rightarrow n = \frac{V_A}{V_B} = \left(\frac{R_A}{R_B}\right)^3 = (2)^3 = 8$
### Pattern Recognition
Volume scale factors depend on the cube of linear scale factors (V propto R^3$V \propto R^3$). Since radius is inversely proportional to excess pressure, a halving of excess pressure leads to doubling of radius, scaling volume by 2^3 = 8$2^3 = 8$.
### Evaluation Rubric / Model Answer
null
### Chapter Mix
Class 11 Physics: Mechanical Properties of Fluids
More Mechanical Properties of Fluids Questions — jee_main_2024_29_jan_morning
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