Skip to main content

Uniform Flow

  • Chapter
Flow in Channels

Part of the book series: Civil Engineering Hydraulics

  • 58 Accesses

Abstract

Fluid flow in open channels is characterised primarily by the exposure of a free surface to atmospheric pressure. For this reason the fluid concerned is always a liquid and nearly always water. Indeed rivers and canals, which together make up most instances of this type of flow, form a frequent and clearly visible part of the landscape. Problems connected with river and canal flow represent a high proportion of the work of the hydraulic engineer and the ease of access resulting from a free surface does not compensate for the increased complexity of such flows by comparison with flow in closed conduits. Water flowing in open channels is acted upon by all the forces that affect pipe flow with the addition of gravitational and surface tension forces that are the direct consequence of the free surface.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

Author information

Authors and Affiliations

Authors

Copyright information

© 1969 R. H. J. Sellin

About this chapter

Cite this chapter

Sellin, R.H.J. (1969). Uniform Flow. In: Flow in Channels. Civil Engineering Hydraulics. Palgrave, London. https://doi.org/10.1007/978-1-349-00195-8_1

Download citation

  • DOI: https://doi.org/10.1007/978-1-349-00195-8_1

  • Publisher Name: Palgrave, London

  • Print ISBN: 978-1-349-00197-2

  • Online ISBN: 978-1-349-00195-8

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics