Mathematical Modelling and Field Study of Unsteady Flow in an Irrigation Canal System
| dc.contributor.author | Rijo, Manuel | |
| dc.contributor.author | Almeida, António Betâmio | |
| dc.contributor.author | Pereira, Luís Santos | |
| dc.contributor.editor | Blain, W.R. | |
| dc.contributor.editor | Cabrera, E | |
| dc.date.accessioned | 2012-10-15T12:09:54Z | |
| dc.date.available | 2012-10-15T12:09:54Z | |
| dc.date.issued | 1992 | |
| dc.description.abstract | A computer model for simulation of upstream controlled canal systems, based on the Saint-Venant system of equations, was developed. The system of equations are solved by a four-point linear finite-difference implicit scheme, weighted in time and space. The final linear system of equations is solved by the double-sweep algorithm. The model, a stability and sensitivity analysis of the numerical method are presented as well as the model calibration and verification for the canal network of the Sorraia Irrigation Project, Portugal | por |
| dc.identifier.authoremail | rijo@uevora.pt | |
| dc.identifier.authoremail | nd | |
| dc.identifier.authoremail | nd | |
| dc.identifier.edicao | Computational Mechanics Publication and Elsevier Applied Science | |
| dc.identifier.isbn | 1-85312-201-7 | |
| dc.identifier.location | Southampton and London | |
| dc.identifier.numpag | 339-349 | |
| dc.identifier.scientificarea | 469 | por |
| dc.identifier.uri | http://hdl.handle.net/10174/5363 | |
| dc.identifier.volume | Fluid Flow Modelling | |
| dc.language.iso | eng | por |
| dc.rights | openAccess | por |
| dc.subject | irrigation canals | por |
| dc.subject | upstream controlled canals | por |
| dc.subject | Canal hydraulic model | por |
| dc.subject | open-channels unsteady flow | por |
| dc.subject | double-sweep algorithm | por |
| dc.title | Mathematical Modelling and Field Study of Unsteady Flow in an Irrigation Canal System | por |
| dc.type | bookPart | por |