Q3 (b). Find the velocity, V2 in the pipe section shown below. Assume steady and ideal flow conditions. The specific gravity (SG) of the oil is 0.85. d₁= 6inch oil O V₁ = 2 ft/sec 30 feet d₂= 18 inch V₂ = ?

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Please show all steps to solve this problem so your thought process is easy to follow. Also please show all formulas that you used. Subject is fluid mechanics
**Question 3 (b):**

Find the velocity, \( V_2 \), in the pipe section shown below. Assume steady and ideal flow conditions. The specific gravity (SG) of the oil is 0.85.

**Diagram Explanation:**

The diagram illustrates a pipe system with two sections where oil flows through. The pipe narrows at the beginning and widens at the end, resembling a cone shape over a distance of 30 feet. The dimensions and conditions given are as follows:

1. **Section 1:**
   - Diameter (\( d_1 \)) = 6 inches
   - Velocity (\( V_1 \)) = 2 feet/second

2. **Section 2:**
   - Diameter (\( d_2 \)) = 18 inches
   - Velocity (\( V_2 \)) = Unknown

The specific gravity of the oil flowing through the pipe is given as 0.85. The task is to find the velocity \( V_2 \) at the second section of the pipe using the principles of fluid dynamics under the assumption of steady and ideal flow.
Transcribed Image Text:**Question 3 (b):** Find the velocity, \( V_2 \), in the pipe section shown below. Assume steady and ideal flow conditions. The specific gravity (SG) of the oil is 0.85. **Diagram Explanation:** The diagram illustrates a pipe system with two sections where oil flows through. The pipe narrows at the beginning and widens at the end, resembling a cone shape over a distance of 30 feet. The dimensions and conditions given are as follows: 1. **Section 1:** - Diameter (\( d_1 \)) = 6 inches - Velocity (\( V_1 \)) = 2 feet/second 2. **Section 2:** - Diameter (\( d_2 \)) = 18 inches - Velocity (\( V_2 \)) = Unknown The specific gravity of the oil flowing through the pipe is given as 0.85. The task is to find the velocity \( V_2 \) at the second section of the pipe using the principles of fluid dynamics under the assumption of steady and ideal flow.
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