Open-channel flow

An open channel is passage which conveys water at atmospheric pressure under the influence of gravitational force in the other words which is conduilt in which water flows with the surface in contact with the atmosphere flow irrigation, channels, streams and rivers navigation channel drainage channels on some examples of open channel flow as the liquid flow in which channel it will always be subjected to some fictional resistance in order to overcome the resistance and its cause the floor in the channel is considered with the bottom looking towards the direction the flow in challenge it is constructed with its water flowing towards the direction of flow the flow of liquid through a pipe of atmospheric pressure or when the level of the liquid in the 50 the top of the classified as a open channel flow

Classifications of flow

Open-channel flow can be classified and described in various ways based on the change in flow depth with respect to time and space. The fundamental types of flow dealt with in open-channel hydraulics are:

Time as the criterion

Steady flow – The depth of flow does not change over time, or if it can be assumed to be constant during the time interval under consideration.

Unsteady flow - The depth of flow does change with time.

Space as the criterion

Uniform flow – The depth of flow is the same at every section of the channel. Uniform flow can be steady or unsteady, depending on whether or not the depth changes with time, (although unsteady uniform flow is rare).

Varied flow - The depth of flow changes along the length of the channel. Varied flow technically may be either steady or unsteady.

Varied flow can be further classified as either rapidly or gradually varied.

Rapidly varied flow - The depth changes abruptly over a comparatively short distance. Rapidly varied flow is known as a local phenomenon. Examples are the hydraulic jump and the hydraulic drop.

Gradually varied flow – The depth changes over a long distance.

Continuous flow - The discharge is constant throughout the reach of the channel under consideration. This is often the case with a steady flow. This flow is considered continuous and therefore can be described using the continuity equation for continuous steady flow.

Spatially varied or discontinuous flow - The discharge of a steady flow is non-uniform along a channel. This happens when water enters and/or leaves the channel along the course of flow. An example of flow entering a channel would be a road side gutter. An example of flow leaving a channel would be an irrigation channel. This flow can be described using the continuity equation for continuous unsteady flow requires the consideration of the time effect and includes a time element as a variable.

Summary of the classification of open-channel flow

Steady flow

Uniform flow

Varied flow

Gradually varied flow

Rapidly varied flow

Unsteady flow

Unsteady uniform flow (rare)

Unsteady flow (“unsteady varied flow” should be here, but it is a practically impossible condition, so it is known simply as unsteady flow)

Gradually varied unsteady flow

Rapidly varied unsteady flow

States of flow

The behavior of open channel flow is governed by the effects of viscosity and gravity relative to the inertial forces of the flow. Surface tension has a minor contribution but does not play a significant enough role in most circumstances to be a governing factor. Depending on the effect of viscosity relative to inertia, as represented by the Reynolds number, the flow can be either laminar, turbulent, or transitional.

References

Chow, V. T. (2008). Open-channel hydraulics. Caldwell, New Jersey: Blackburn Press.

Classifications of flow

Summary of the classification of open-channel flow

States of flow

See also

References