
Study with the several resources on Docsity
Earn points by helping other students or get them with a premium plan
Prepare for your exams
Study with the several resources on Docsity
Earn points to download
Earn points by helping other students or get them with a premium plan
Community
Ask the community for help and clear up your study doubts
Discover the best universities in your country according to Docsity users
Free resources
Download our free guides on studying techniques, anxiety management strategies, and thesis advice from Docsity tutors
An overview of open channel flow, a fluid flow with a free surface that is not entirely enclosed in a medium. It covers the classification of open channel flows into uniform and non-uniform, the characteristics of each type, and the impact of obstructions on the flow. The document also discusses the role of froude number and specific energy in open channel flow and the methods used to control or regulate the flow in a channel.
Typology: Study notes
1 / 1
This page cannot be seen from the preview
Don't miss anything!
Open Channel Flow An open channel flow is a fluid flow that is not entirely enclosed in a medium such as that of a pipe and has its surface open to atmospheric pressure. It is the liquid flow within a channel with a free surface. Examples of an open channel flow are streams, floods, drainage ditches, and the like. It is classified into flows: (1) Uniform flow, and (2) Non-uniform flow. A uniform flow is characterized by a constant velocity, flow depth, area, and slope. From its name “uniform”, it entails that the stream surface or fluid surface is parallel to the channel bed which is the indication of a constant slope. A non-uniform flow is just the opposite of the uniform flow. It is described by the changing depth and velocity of the flow. It is classified in the forms of Gradually Varied Flow (GVF) and Rapidly Varied Flow (RVF). The GVF and RVF are results of obstructions in the channel flow. In short distances near the obstruction, RVF occurs. For obstructions that varies the flow over larger distances, GVF occurs. Hydraulic jumps are created with the RVF occurrence. It is the sudden rise of the fluid level and it also dissipates energy. Surface profiles of GVF has not been understood. Uniform and non-uniform flows may coexist in a single channel (e.g. a river with rocks half-submerged in the water). Obstructions can affect the flow depth and velocity of the flow. Froude number determines the criticality of the flow. A subcritical flow is Fr<1 which denotes that the water is deep and flowing slowly. A supercritical flow defines a shallow and fast flowing water of which Fr>1. Specific energy is the total mechanical energy of the fluid flow in the form of heads. It affects the flow level. The flow in a channel can be controlled or regulated with the presence of sluice gates, weirs and etc. Obstructions can vary the flow of a section in a given channel resulting to RVF and GVF under steady flow conditions. Geometries of weirs and other obstructions can give varying effects to the flow of the fluid throughout the channel.