Open Channel Flow        Introduction

 

 

Key Concepts:   Open channel flow involves a free surface.  The liquid is not confined by

boundaries such as in pipe flow.  The free surface occurring in open channel flow complicates its analysis.  Examples include rivers, canals, irrigation systems, dams, spillways, etc.  An important parameter governing open channel flow is the Froude number, Fr.  It represents the ratio of the

inertial force divided by the gravitational force.  Fr = V/√gL  It also represents the ratio of the

flow velocity to the wave velocity.

 

The basic principles of conservation of mass, linear momentum, and energy used in pipe flow

still apply to the analysis of open channel flow and will be used in its analysis.

 

 

In a Nut Shell:  Flow in an open channel can be classified into three primary types – Rapidly

Varying Flow (RVF) such is that occurring in a hydraulic jump, Uniform Flow (UF) also called equilibrium flow, and Gradually Varying flow (GVF).  The figure below depicts flow in a

channel involving these three types.

 

 

                       

 

 

Key assumptions in the elementary analysis of open channel flow are:  Steady, uniform, incompressible, frictional, and one fluid type (typically water). 

 

 

Click here to continue with discussion of open channel flow.

 

 

  Click here for a summary of solution strategies.

 


Return to Notes on Fluid Mechanics


Copyright © 2019 Richard C. Coddington
All rights reserved.