### Problem StatementA pipe carries water (10°C) from location 1 to location 2. At some point along the pipe, a pump is used to move the water from an elevation of 30 m to 42 m, overcoming the effects of gravity. The pressure at section 1 is 65 kPa gauge, and the pressure at section 2 is 340 kPa gauge. What power in kilowatts and in horsepower must be supplied to the flow by the pump?**Assumptions:**- Head losses in the pipe total to 3 m.- The flow is turbulent.### Diagram ExplanationThe diagram illustrates a pipeline with a pump installed between two points (location 1 and location 2). Key features include:- **Pipe Sections**: The pipeline rises from an elevation of 30 meters to 42 meters.- **Pump**: Positioned between the two sections, it boosts water flow.- **Water Flow**: Noted at a rate of \( Q = 0.5 \, \text{m}^3/\text{s} \).- **Pipe Diameter**: A specified pipe diameter of \( D = 0.5 \, \text{m} \).The diagram aids in understanding the physical setup, showcasing water intake, pump action, and the discharge elevation. It provides a visual understanding of how energy is used to overcome gravity, pipe elevation, and head losses.

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5) A pipe carries water (10°C) from location 1 to location 2. At some point along the pipe, a pump is used to move the water from an elevation of 30 m to 42 m, overcoming the effects of gravity. The pressure at section 1 is 65 kPa gage, and the pressure at section 2 is 340 kPa gage. What power in kilowatts and in horsepower must be supplied to the flow by the pump? Assume that head losses in the pipe total to 3 m and that flow is turbulent. Water Q=0.5 m³/s Pump Pipe D=0.5 m

5) A pipe carries water (10°C) from location 1 to location 2. At some point along the pipe, a pump is used to move the water from an elevation of 30 m to 42 m, overcoming the effects of gravity. The pressure at section 1 is 65 kPa gage, and the pressure at section 2 is 340 kPa gage. What power in kilowatts and in horsepower must be supplied to the flow by the pump? Assume that head losses in the pipe total to 3 m and that flow is turbulent. Water Q=0.5 m³/s Pump Pipe D=0.5 m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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