JoVE Logo

Sign In

In pipe systems, minor losses refer to energy losses arising from components such as valves, bends, fittings, expansions, and other features that disrupt the steady flow of fluid. These disturbances cause energy dissipation through turbulence and resistance, which engineers quantify to manage system efficiency effectively.

Valves play a significant role in generating minor losses by obstructing or redirecting the fluid flow. When a valve is closed or partially closed, it restricts the flow path, creating additional resistance and inducing turbulence. The resulting energy dissipation depends on the valve's geometry, position, and flow path design. To quantify this effect, engineers use a loss coefficient, K, which scales with the square of the fluid velocity V as follows:

Equation 1

where:

  1. hLminor is the head loss due to the component,
  2. KL is the loss coefficient specific to the component geometry,
  3. V is the fluid velocity
  4. g is the acceleration due to gravity.

For ease of calculation, engineers often represent minor losses from fittings and valves as an equivalent length of straight pipe that would produce the same head loss.

At the entry point of a pipe, sharp edges or abrupt changes in flow area can cause the fluid to separate from the wall, creating turbulence and energy dissipation through viscous effects. This entrance loss contributes to the overall energy loss, depending on the pipe geometry and the flow velocity. When fluid exits a pipe, the kinetic energy disperses into the surrounding environment, creating an exit loss characterized by a unity loss coefficient, as all the kinetic energy is lost from the system.

Sudden expansions in the pipe create high-velocity jets that decelerate as they expand, dissipating energy through viscous effects. These expansions lead to additional energy losses as the fluid experiences abrupt pressure and velocity changes. Bends in the pipe also contribute to head loss, primarily due to flow separation and swirling motions induced by centripetal forces as the fluid changes direction. The frictional resistance over the length of the bend adds further to the overall head loss, with the degree of loss depending on the bend angle and radius.

Understanding these minor losses allows engineers to design pipe systems that manage energy dissipation effectively, optimizing flow efficiency and minimizing pressure drops across the system.

From Chapter 21:

article

Now Playing

21.8 : Minor Losses in Pipes

Flow in Pipes

21 Views

article

21.1 : General Characteristics of Pipe Flow I

Flow in Pipes

22 Views

article

21.2 : General Characteristics of Pipe Flow II

Flow in Pipes

9 Views

article

21.3 : Laminar Flow

Flow in Pipes

15 Views

article

21.4 : Laminar Flow: Problem Solving

Flow in Pipes

12 Views

article

21.5 : Turbulent Flow

Flow in Pipes

13 Views

article

21.6 : Turbulent Flow: Problem Solving

Flow in Pipes

8 Views

article

21.7 : Major Losses in Pipes

Flow in Pipes

14 Views

article

21.9 : Single Pipe Systems

Flow in Pipes

7 Views

article

21.10 : Multiple Pipe Systems

Flow in Pipes

13 Views

article

21.11 : Pipe Flowrate Measurement

Flow in Pipes

10 Views

article

21.12 : Pipe Flowrate Measurement: Problem Solving

Flow in Pipes

16 Views

article

21.13 : Design Example: Designing a Residential Plumbing System

Flow in Pipes

12 Views

JoVE Logo

Privacy

Terms of Use

Policies

Research

Education

ABOUT JoVE

Copyright © 2025 MyJoVE Corporation. All rights reserved