Class 11 - Unit # 07 : Fluid Dynamics - Solved Numericals


Physics Numerical Sheet: Fluid Dynamics

Physics Numerical Sheet
Fluid Dynamics

1. Two spherical raindrops of equal size are falling through air at a velocity of 0.08 m/s. If the drops join together forming a large spherical drop, what will be the new terminal velocity?
Data:
  • Terminal velocity of small drop (v) = 0.08 m/s
  • Number of small drops (n) = 2
  • Terminal velocity of large drop (v') = ?
Solution:

When two small drops of radius r combine, the total volume remains conserved, forming a large drop of radius R:

Volume of Large Drop = 2 × (Volume of Small Drop)
(4/3)πR³ = 2 × (4/3)πr³
R³ = 2r³ ➔ R = 2^(1/3) × r

Terminal velocity is directly proportional to the square of the radius ($v \propto r^2$):

v' / v = (R / r)²
v' / v = [2^(1/3) × r / r]² = 2^(2/3)
v' = v × 2^(2/3)
v' = 0.08 × 1.5874 ≈ 0.127 m/s
RESULT: The terminal speed of the big combined drop is 0.13 m/s.
2. Calculate the viscous drag on a drop of oil of 0.1 mm radius falling through air and its terminal velocity. (Viscosity of air = 1.8 × 10⁻⁵ Pa·s; density of oil = 850 kg/m³)
Data:
  • Radius of oil drop (r) = 0.1 mm = 1 × 10⁻⁴ m
  • Viscosity of air (η) = 1.8 × 10⁻⁵ Pa·s
  • Density of oil (ρ) = 850 kg/m³
  • Acceleration due to gravity (g) = 9.8 m/s²
  • Terminal Velocity (v_t) = ?
  • Viscous Drag Force (F_d) = ?
Solution:

According to the formula for Terminal Velocity:

v_t = (2 × ρ × g × r²) / (9 × η)
v_t = (2 × 850 × 9.8 × (1 × 10⁻⁴)²) / (9 × 1.8 × 10⁻⁵)
v_t = (16660 × 1 × 10⁻⁸) / (1.62 × 10⁻⁴) ≈ 1.03 m/s

According to Stokes' Law, the viscous drag force acting on the drop at terminal velocity is:

F_d = 6 × π × η × r × v_t
F_d = 6 × 3.1416 × (1.8 × 10⁻⁵) × (1 × 10⁻⁴) × 1.03
F_d ≈ 3.5 × 10⁻⁸ N
RESULT: The terminal velocity of the oil drop is 1.03 m/s and the viscous drag force is 3.5 × 10⁻⁸ N.
3. What area must a heating duct have if air moving 3.0 m/s along it can replenish the air every 15 minutes in a room of volume 300 m³? Assume air density remains constant.
Data:
  • Speed of air (v) = 3.0 m/s
  • Volume of room (V) = 300 m³
  • Time interval (t) = 15 minutes = 15 × 60 = 900 seconds
  • Cross-sectional area of duct (A) = ?
Solution:

The volumetric flow rate can be computed via both volume delivery over time and cross-sectional dynamics:

Volume Flow Rate = V / t
Volume Flow Rate = A × v

Equating the two relationships:

A × v = V / t
A = V / (v × t)
A = 300 / (3.0 × 900) = 300 / 2700
A ≈ 0.111 m²
RESULT: The cross-sectional area of the heating duct must be 0.11 m².
4. Water circulates throughout a house in a hot-water heating system. If the water is pumped at a speed of 0.50 m/s through a 4.0 cm diameter pipe in the basement under a pressure of 3.0 atm, what will be the flow speed and pressure in a 2.6 cm diameter pipe on the second floor 5.0 m above? Assume the pipes do not divide into branches.
Data:
  • Basement: Diameter (d₁) = 4.0 cm, Velocity (v₁) = 0.50 m/s, Pressure (P₁) = 3.0 atm = 3.03 × 10⁵ Pa, Height (h₁) = 0 m
  • Second Floor: Diameter (d₂) = 2.6 cm, Height (h₂) = 5.0 m
  • Density of water (ρ) = 1000 kg/m³
  • Velocity on second floor (v₂) = ?
  • Pressure on second floor (P₂) = ?
Solution:

1. According to the Equation of Continuity ($A_1v_1 = A_2v_2$):

v₂ = v₁ × (A₁ / A₂) = v₁ × (d₁ / d₂)²
v₂ = 0.50 × (4.0 / 2.6)² = 0.50 × 2.367 ≈ 1.18 m/s

2. According to Bernoulli's Equation:

P₁ + ½ρv₁² + ρgh₁ = P₂ + ½ρv₂² + ρgh₂
P₂ = P₁ + ½ρ(v₁² - v₂²) - ρgh₂
P₂ = 303000 + ½(1000)(0.50² - 1.18²) - (1000 × 9.8 × 5)
P₂ = 303000 + 500(0.25 - 1.392) - 49000
P₂ = 303000 - 571 - 49000 = 253429 Pa

Converting pressure back to atmospheres:

P₂ = 253429 / 101300 ≈ 2.5 atm
RESULT: The flow speed on the second floor is 1.2 m/s and the pressure is 2.5 atm.
5. What is the volume rate of flow of water from a 1.85 cm diameter faucet if the pressure head is 12 m?
Data:
  • Diameter of faucet (d) = 1.85 cm = 0.0185 m
  • Radius (r) = d / 2 = 0.00925 m
  • Pressure head height (h) = 12 m
  • Acceleration due to gravity (g) = 9.8 m/s²
  • Volume flow rate (Q) = ?
Solution:

According to Torricelli's Theorem, efflux velocity is given by:

v = √(2gh)
v = √(2 × 9.8 × 12) = √(235.2) ≈ 15.34 m/s

The volume flow rate is:

Q = Area × Velocity = πr² × v
Q = 3.1416 × (0.00925)² × 15.34
Q = 3.1416 × 8.556 × 10⁻⁵ × 15.34 ≈ 4.12 × 10⁻³ m³/s
RESULT: The volume flow rate of the water escaping the faucet is 4.12 × 10⁻³ m³/s.
6. The stream of water emerging from a faucet 'necks down' as it falls. The cross-sectional areas are 1.2 cm² and 0.35 cm². The two levels are separated by a vertical distance of 45 mm. At what rate does water flow from the tap?
Data:
  • Upper Area (A₁) = 1.2 cm² = 1.2 × 10⁻⁴ m²
  • Lower Area (A₂) = 0.35 cm² = 0.35 × 10⁻⁴ m²
  • Vertical distance (h) = 45 mm = 0.045 m
  • Acceleration due to gravity (g) = 9.8 m/s²
  • Volume flow rate (Q) = ?
Solution:

From the Equation of Continuity, $v_2 = (A_1 / A_2)v_1$:

v₂ = (1.2 / 0.35)v₁ ≈ 3.4285v₁

Applying Bernoulli’s Equation across the falling stream vertical drop:

P₁ + ½ρv₁² + ρgh = P₂ + ½ρv₂² + 0

Since the falling stream is fully exposed to open atmospheric air, $P_1 = P_2$:

½v₂² - ½v₁² = gh ➔ v₂² - v₁² = 2gh

Substitute the continuity expression for $v_2$:

(3.4285v₁)² - v₁² = 2 × 9.8 × 0.045
11.755v₁² - v₁² = 0.882 ➔ 10.755v₁² = 0.882
v₁ = √(0.882 / 10.755) ≈ 0.286 m/s

Calculating the discharge volume flow rate:

Q = A₁ × v₁ = (1.2 × 10⁻⁴) × 0.286 = 3.43 × 10⁻⁵ m³/s
In cm³/s: Q = 3.43 × 10⁻⁵ × 10⁶ = 34.3 cm³/s
RESULT: The precise volumetric flow rate at the tap is 34.3 cm³/s (or 3.43 × 10⁻⁵ m³/s).
7. Water leaves the jet of a horizontal hose at 10 m/s. If the velocity of water within the hose is 0.40 m/s, calculate the pressure within the hose. Density of water is 1000 kg/m³ and atmospheric pressure is 100000 Pa.
Data:
  • Inside the hose: Velocity (v₁) = 0.40 m/s, Pressure (P₁) = ?
  • Outside jet: Velocity (v₂) = 10 m/s, Pressure (P₂) = 100000 Pa
  • Density of water (ρ) = 1000 kg/m³
Solution:

Since the hose setup is perfectly horizontal, potential energy changes vanish ($h_1 = h_2$). Apply Bernoulli's Theorem:

P₁ + ½ρv₁² = P₂ + ½ρv₂²
P₁ = P₂ + ½ρ(v₂² - v₁²)
P₁ = 100000 + ½(1000)(10² - 0.40²)
P₁ = 100000 + 500(100 - 0.16)
P₁ = 100000 + 500(99.84) = 100000 + 49920
P₁ = 149920 Pa
RESULT: The static pressure inside the upstream hose channel is 1.5 × 10⁵ Pa.
8. What is the maximum weight of an aircraft with a wing area of 50 m² flying horizontally, if the velocity of the air over the upper surface of the wing is 150 m/s and that over the lower surface is 140 m/s? Density of air is 1.29 kg/m³.
Data:
  • Wing Planform Area (A) = 50 m²
  • Air speed on upper surface (v_top) = 150 m/s
  • Air speed on lower surface (v_bottom) = 140 m/s
  • Density of air (ρ) = 1.29 kg/m³
  • Maximum aircraft weight sustained (W) = ?
Solution:

According to Bernoulli's equation, the aerodynamic lift pressure difference ($\Delta P$) equals:

ΔP = P_{bottom} - P_{top} = ½ρ(v_{top}² - v_{bottom}²)
ΔP = ½ × 1.29 × (150² - 140²)
ΔP = 0.645 × (22500 - 19600) = 0.645 × 2900 = 1870.5 Pa

For steady horizontal cruise flight, total upward Lift Force must balance aircraft Weight:

Weight (W) = ΔP × Area
W = 1870.5 × 50 = 93525 N
RESULT: The maximum weight structural capacity of the aircraft is 93525 N.
9. A liquid flows through a pipe with a diameter of 0.50 m at a speed of 4.20 m/s. What is the rate of flow in L/min?
Data:
  • Diameter of pipe (d) = 0.50 m
  • Radius (r) = d / 2 = 0.25 m
  • Flow speed (v) = 4.20 m/s
  • Volumetric Flow Rate (Q) = ? (in L/min)
Solution:

First, evaluate the localized cross-sectional profile area:

Area (A) = πr² = 3.1416 × (0.25)² = 0.19635 m²

Calculate the fundamental standard flow rate metric in cubic meters per second:

Q = A × v = 0.19635 × 4.20 = 0.82467 m³/s

Convert the metric unit expression from m³/s to Liters/minute ($1\text{ m}^3 = 1000\text{ L}$ and $1\text{ min} = 60\text{ s}$):

Q = 0.82467 × 1000 × 60 = 49480 L/min
RESULT: The volumetric rate of flow is approximately 49500 L/min.
10. Calculate the average speed of blood flow in the major arteries of the body, which have a total cross-sectional area of about 2.1 cm². Use the data of standard physiological reference volume flow rate (from example flow context: Q = 26.46 cm³/s).
Data:
  • Total cross-sectional profile area (A) = 2.1 cm²
  • Total reference circulatory flow rate (Q) = 26.46 cm³/s
  • Average flow velocity (v) = ?
Solution:

According to the basic physical definition inside the Equation of Continuity:

Q = A × v

Rearranging the formula parameters to directly resolve velocity:

v = Q / A
v = 26.46 / 2.1
v = 12.6 cm/s
RESULT: The average speed of blood flow inside the major structural arterial paths is 12.6 cm/s.

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