diameter of 0.20 millime = 1.6) with a Reynolds n

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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**Problem Statement:**

A particle has a diameter of 0.20 millimeters (Specific gravity = 2.5) falling in a liquid (Specific gravity= 1.6) with a Reynolds number of 10,000, determine its terminal velocity in m/s.

**Detailed Explanation:**

To determine the terminal velocity of a particle falling in a liquid, we can use the following fundamental fluid mechanics concepts:

1. **Particle Diameter (d):**
   - Diameter \( d = 0.20 \) millimeters = \( 0.20 \times 10^{-3} \) meters

2. **Specific Gravity (SG):**
   - Specific Gravity of particle, \( SG_p = 2.5 \)
   - Specific Gravity of liquid, \( SG_l = 1.6 \)

3. **Reynolds Number (Re):**
   - Given \( Re = 10,000 \)

**Specific Gravity to Density Conversion:**

\[ \rho_{object} = SG \times \rho_{water} \]
\[ \rho_{water} \approx 1000 \; \text{kg/m}^3 \]

Thus,
- Density of particle \( \rho_p = 2.5 \times 1000 \) kg/m³ = \( 2500 \) kg/m³
- Density of liquid \( \rho_l = 1.6 \times 1000 \) kg/m³ = \( 1600 \) kg/m³

**Reynolds Number Definition:**

\[ Re = \frac{\rho_l \cdot V \cdot d}{\mu} \]

Where:
- \( \rho_l \) is the density of liquid (1600 kg/m³)
- \( V \) is the velocity to be determined (m/s)
- \( d \) is the diameter of the particle (0.20 x 10^-3 meters)
- \( \mu \) is the dynamic viscosity of the liquid

The expression can rearrange to solve for terminal velocity \( V \):

\[ V = \frac{Re \cdot \mu}{\rho_l \cdot d} \]

Note: Without the dynamic viscosity \( \mu \), the problem cannot be precisely solved. For a typical liquid, this value should be provided, or an assumption must be made based on standard liquids, such as water having an approximate dynamic viscosity of \( 1
Transcribed Image Text:**Problem Statement:** A particle has a diameter of 0.20 millimeters (Specific gravity = 2.5) falling in a liquid (Specific gravity= 1.6) with a Reynolds number of 10,000, determine its terminal velocity in m/s. **Detailed Explanation:** To determine the terminal velocity of a particle falling in a liquid, we can use the following fundamental fluid mechanics concepts: 1. **Particle Diameter (d):** - Diameter \( d = 0.20 \) millimeters = \( 0.20 \times 10^{-3} \) meters 2. **Specific Gravity (SG):** - Specific Gravity of particle, \( SG_p = 2.5 \) - Specific Gravity of liquid, \( SG_l = 1.6 \) 3. **Reynolds Number (Re):** - Given \( Re = 10,000 \) **Specific Gravity to Density Conversion:** \[ \rho_{object} = SG \times \rho_{water} \] \[ \rho_{water} \approx 1000 \; \text{kg/m}^3 \] Thus, - Density of particle \( \rho_p = 2.5 \times 1000 \) kg/m³ = \( 2500 \) kg/m³ - Density of liquid \( \rho_l = 1.6 \times 1000 \) kg/m³ = \( 1600 \) kg/m³ **Reynolds Number Definition:** \[ Re = \frac{\rho_l \cdot V \cdot d}{\mu} \] Where: - \( \rho_l \) is the density of liquid (1600 kg/m³) - \( V \) is the velocity to be determined (m/s) - \( d \) is the diameter of the particle (0.20 x 10^-3 meters) - \( \mu \) is the dynamic viscosity of the liquid The expression can rearrange to solve for terminal velocity \( V \): \[ V = \frac{Re \cdot \mu}{\rho_l \cdot d} \] Note: Without the dynamic viscosity \( \mu \), the problem cannot be precisely solved. For a typical liquid, this value should be provided, or an assumption must be made based on standard liquids, such as water having an approximate dynamic viscosity of \( 1
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