Application of a Numerical Implicit Model to an Irrigation Canal

A case study is presented regarding an application of a computational model to the unsteady flow in an irrigation canal, using an implicit numerical technique. The Saint-Venant equations of continuity and momentum for one-dimensional gradually varied flow were written in a finite-difference form. Th...

Full description

Bibliographic Details
Main Author: Rijo, Manuel (author)
Other Authors: Pereira, Luís Santos (author), Almeida, António Betâmio (author)
Format: bookPart
Language:eng
Published: 2012
Subjects:
canal modelling
unsteady flow hydraulic model
Saint-Venant equations
double-sweep algorithm
Online Access:http://hdl.handle.net/10174/5362
Country:Portugal
Oai:oai:dspace.uevora.pt:10174/5362

Internet

http://hdl.handle.net/10174/5362

Similar Items