A horizontal pipe carries cooling water from a reservoir as shown in the following figure. If the pipe diameter is 20 cm, the flow rate is 0.06 m3/s, what is the pressure at L= 2000 m? Calculate head loss as hL = 0.015(L/D)(V 2/2g) **Problem Statement:**A horizontal pipe carries cooling water from a reservoir as shown in the following figure. If the pipe diameter is 20 cm, and the flow rate is 0.06 m³/s, what is the pressure at L = 2000 m? Calculate head loss as \( h_L = 0.015(L/D)(V^2/2g) \).**Diagram Explanation:**- The diagram illustrates a pipe system connecting a reservoir to an extended horizontal pipe.- The reservoir is situated at an elevation of 100 m.- The point where the pipe exits the reservoir is at an elevation of 20 m.- The length of the horizontal pipe, \( L \), is 2000 m.- The pipe maintains a consistent diameter along its length.The problem involves calculating the pressure at the end of a 2000 m horizontal pipe using given flow parameters and considering head loss due to friction.

Given: The pipe diameter is 20 cm. The flow rate is 0.06 m3/s. The length of the pipe is 2000 m.…

Answered: 4. A horizontal pipe carries cooling…

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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A horizontal pipe carries cooling water from a reservoir as shown in the following figure. If the pipe diameter is 20 cm, the flow rate is 0.06 m3/s, what is the pressure at L= 2000 m? Calculate head loss as hL = 0.015(L/D)(V 2/2g)

**Problem Statement:**

A horizontal pipe carries cooling water from a reservoir as shown in the following figure. If the pipe diameter is 20 cm, and the flow rate is 0.06 m³/s, what is the pressure at L = 2000 m? Calculate head loss as \( h_L = 0.015(L/D)(V^2/2g) \).

**Diagram Explanation:**

- The diagram illustrates a pipe system connecting a reservoir to an extended horizontal pipe.
- The reservoir is situated at an elevation of 100 m.
- The point where the pipe exits the reservoir is at an elevation of 20 m.
- The length of the horizontal pipe, \( L \), is 2000 m.
- The pipe maintains a consistent diameter along its length.

The problem involves calculating the pressure at the end of a 2000 m horizontal pipe using given flow parameters and considering head loss due to friction.

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