આ MCQ મોડ્યુલ આના પર આધારિત છે: NCERT Exercises and Solutions: Mechanical Properties of Fluids
NCERT Exercises and Solutions: Mechanical Properties of Fluids
આ મૂલ્યાંકન આના પર આધારિત હશે: NCERT Exercises and Solutions: Mechanical Properties of Fluids
Class 11 સ્તર, Mechanical Properties Of Fluids માં, Advanced કઠિનતા સાથે લક્ષ્ય.
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NCERT Exercises and Solutions: Mechanical Properties of Fluids
Chapter 9 — Summary Table
Here is a concise reference for all the key physical quantities used in the chapter.
| Quantity | Symbol / Formula | Dimensions | SI Unit | Remarks |
|---|---|---|---|---|
| Pressure | \(P = F/A\) | \([ML^{-1}T^{-2}]\) | Pa (N/m²) | Scalar; 1 atm = 1.013×10⁵ Pa |
| Density | \(\rho = m/V\) | \([ML^{-3}]\) | kg/m³ | Water = 1000 kg/m³ |
| Specific gravity | \(\rho/\rho_w\) | dimensionless | — | Mercury = 13.6 |
| Gauge pressure | \(\rho gh\) | \([ML^{-1}T^{-2}]\) | Pa | P(absolute) − P₀ |
| Volume flow rate | \(Q = Av\) | \([L^{3}T^{-1}]\) | m³/s | Conserved along streamline |
| Coefficient of viscosity | \(\eta\) | \([ML^{-1}T^{-1}]\) | Pa·s | 1 Pa·s = 10 poise |
| Terminal velocity | \(v_t = \tfrac{2r^2(\rho-\sigma)g}{9\eta}\) | \([LT^{-1}]\) | m/s | Stokes regime |
| Surface tension | \(S = F/L\) | \([MT^{-2}]\) | N/m (= J/m²) | Water ≈ 0.073 N/m |
| Capillary rise | \(h = \tfrac{2S\cos\theta}{\rho g r}\) | \([L]\) | m | θ is angle of contact |
| Excess pressure (drop) | \(\Delta P = 2S/r\) | \([ML^{-1}T^{-2}]\) | Pa | Soap bubble: 4S/r |
| Reynolds number | \(R_e = \rho v d/\eta\) | dimensionless | — | <1000 laminar; >2000 turbulent |
Keywords
NCERT Exercises — Full Solutions
All problems are solved step-by-step. Click "Show Solution" on each to reveal the working. Use \(g = 9.8\) m/s² unless stated otherwise; \(\rho_w = 1000\) kg/m³; atmospheric pressure \(P_0 = 1.01\times 10^5\) Pa; \(\rho_{Hg} = 13.6\times 10^3\) kg/m³.
Q 9.1 — Why is the blood pressure in humans higher in the feet than in the brain?
Q 9.2 — Atmospheric density at sea level is 1.29 kg/m³ and the atmosphere reaches up to roughly 8 km. Yet atmospheric pressure is ~1.013×10⁵ Pa. Discuss in terms of \(P = \rho g h\).
Q 9.3 — In a U-tube of uniform cross-section, a liquid fills both arms. If a second, immiscible, less dense liquid is poured into one arm, what happens to the levels?
Q 9.4 — A vertical off-shore structure needs to withstand the water pressure at a depth of 3 km below sea level. Is the structure suitable if its walls are designed for pressures of up to 10⁹ Pa? Sea-water density = 1030 kg/m³.
Q 9.5 — A hydraulic car lift has an input piston of radius 5 cm. What load (in kg) can be lifted on the output piston (radius 15 cm) if a force of 1350 N is applied to the input? Take \(g = 10\) m/s².
\(F_2 = F_1(A_2/A_1) = 1350 \times 9 = 12150\) N.
Maximum mass \(M = F_2/g = 12150/10 = \boxed{1215\text{ kg}}\).
Q 9.6 — A mercury manometer reads 760 mm in open air and 800 mm when connected to a gas cylinder. What is the gauge pressure and the absolute pressure of the gas?
Gauge pressure \(= \rho_{Hg}\,g\,\Delta h = 13600\times 9.8\times (0.800 - 0.760) = 13600\times 9.8\times 0.040\)
\(= 5.33\times 10^3\) Pa ≈ \(\boxed{5.33\text{ kPa}}\).
Absolute pressure \(= P_0 + 5.33\) kPa = 101.3 + 5.33 = \(\boxed{106.6\text{ kPa}}\).
Q 9.7 — A plane is moving at 200 m/s. Air over the upper wing surface flows at 240 m/s, and under the lower surface at 160 m/s. If the wing area is 2 m² and density of air is 1.2 kg/m³, find the lift. Will it support an aircraft of mass 500 kg? \(g = 10\) m/s².
Weight of aircraft \(= 500\times 10 = 5000\) N. The lift (38.4 kN) far exceeds the weight (5 kN), so yes — the plane easily stays aloft.
Answer: Lift \(\boxed{= 3.84\times 10^4\text{ N}}\); sufficient.
Q 9.8 — Glycerine flows steadily through a horizontal tube of length 1.5 m and radius 1.0 cm. The volume flow rate is 4.0 × 10⁻³ m³/s. Find the pressure difference between the ends of the tube. Use \(\eta = 0.83\) Pa·s.
Q 9.9 — Water flows in a horizontal tube of varying cross-section. At one section the area is 10 cm² and the velocity is 1 m/s. At a narrower section the velocity is 2 m/s. Find the area at the narrow section and the pressure difference between the sections.
Bernoulli (horizontal): \(\Delta P = \tfrac{1}{2}\rho(v_2^2 - v_1^2) = \tfrac{1}{2}\times 1000\times (4 - 1) = 1500\) Pa.
Answer: \(A_2 = \boxed{5\text{ cm}^2}\); \(P_1 - P_2 = \boxed{1500\text{ Pa}}\).
Q 9.10 — A cylindrical tank stands on a horizontal floor and is 5.0 m high. Water fills the tank to a depth of 3.0 m. A hole is drilled at the side, 1.0 m above the base. With what speed does water emerge, and at what horizontal distance from the tank does it strike the floor?
Torricelli: \(v = \sqrt{2gh} = \sqrt{2\times 9.8\times 2.0} = \sqrt{39.2} = 6.26\) m/s.
Time to fall 1.0 m: \(t = \sqrt{2\times 1.0/9.8} = 0.452\) s.
Horizontal range \(R = v t = 6.26\times 0.452 = 2.83\) m.
Answer: \(v = \boxed{6.3\text{ m/s}}\), \(R \approx \boxed{2.8\text{ m}}\).
Q 9.11 — A sphere of radius 1.0 mm falls through a tank of oil. Density of the sphere = 7800 kg/m³, density of oil = 900 kg/m³, viscosity of oil = 2.0 Pa·s. Find the terminal velocity.
Q 9.12 — A capillary tube of internal diameter 0.6 mm is dipped vertically in water. Find the height to which water rises. S = 7.3 × 10⁻² N/m, θ = 0°.
Q 9.13 — A soap bubble of radius 2 cm is blown at the end of a narrow tube. If the surface tension of the soap solution is 0.030 N/m, calculate (a) the excess pressure inside the bubble and (b) the work done to blow it.
(b) Work done = S × (change in surface area). A soap bubble has two surfaces, so: \[W = S\times 2\times 4\pi r^2 = 0.030\times 8\pi\times (0.02)^2\] \[= 0.030\times 8\pi\times 4\times 10^{-4} = 3.02\times 10^{-4}\text{ J}\] Answer: \(\Delta P = \boxed{6\text{ Pa}}\); \(W \approx \boxed{3.0\times 10^{-4}\text{ J}}\).
Q 9.14 — Water flows through a horizontal pipe of diameter 2.0 cm at 2.0 m/s. Find the Reynolds number and state whether the flow is laminar or turbulent. Take \(\rho = 1000\) kg/m³ and \(\eta = 1.0\times 10^{-3}\) Pa·s.
Rule of thumb: \(R_e < 1000\) — laminar; \(1000 < R_e < 2000\) — transitional; \(R_e > 2000\) — turbulent.
Answer: \(R_e = \boxed{4\times 10^4}\); flow is turbulent.
Q 9.15 — Eight identical spherical drops of mercury, each of radius 1 mm, combine to form a single large drop. If surface tension of mercury is 0.465 N/m, calculate the energy released in the process.
Initial surface area: \(A_i = 8\times 4\pi r^2 = 32\pi r^2\).
Final surface area: \(A_f = 4\pi R^2 = 16\pi r^2\).
Decrease: \(\Delta A = 16\pi r^2 = 16\pi\times (10^{-3})^2 = 5.03\times 10^{-5}\) m².
Energy released: \(E = S\,\Delta A = 0.465\times 5.03\times 10^{-5} = 2.34\times 10^{-5}\) J.
Answer: \(E \approx \boxed{2.3\times 10^{-5}\text{ J}}\). This appears as a slight temperature rise of the merged drop.
Q 9.16 — Advanced: A mercury drop of radius R splits into n equal-sized smaller drops. Show that the work done equals \(4\pi R^2 S (n^{1/3} - 1)\).
Total initial surface area: \(A_i = 4\pi R^2\).
Total final surface area: \(A_f = n\times 4\pi r^2 = 4\pi n(R/n^{1/3})^2 = 4\pi R^2 n^{1/3}\).
Increase in area: \(\Delta A = A_f - A_i = 4\pi R^2(n^{1/3} - 1)\).
Work done \(= S\,\Delta A = \boxed{4\pi R^2 S\,(n^{1/3} - 1)}\). □
Q 9.17 — Advanced: Two soap bubbles of radii 3 cm and 5 cm are connected by a narrow tube. Air flows from one to the other. Find the radius of the resultant curved surface at the tube junction. S = 0.030 N/m.
Excess pressure inside larger bubble (r₂ = 5 cm): \(P_2 - P_0 = 4S/r_2\).
The common curved film at the junction experiences a net pressure \(P_1 - P_2 = 4S(1/r_1 - 1/r_2)\), which equals \(4S/r\) where \(r\) is the radius of curvature of that film: \[\frac{1}{r} = \frac{1}{r_1} - \frac{1}{r_2} = \frac{r_2 - r_1}{r_1 r_2} = \frac{5-3}{3\times 5} = \frac{2}{15}\text{ cm}^{-1}\] \[r = \frac{15}{2} = 7.5\text{ cm}\] Answer: \(r = \boxed{7.5\text{ cm}}\). The curved surface bulges into the larger bubble.
Frequently Asked Questions - NCERT Exercises and Solutions: Mechanical Properties of Fluids
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