A platform for research: civil engineering, architecture and urbanism
A Morphodynamic Model for River Flow Based on a New Boundary Condition for Suspended Sediment
A Morphodynamic Model for River Flow Based on a New Boundary Condition for Suspended Sediment
A Morphodynamic Model for River Flow Based on a New Boundary Condition for Suspended Sediment
6th, International conference on hydro-science and -engineering ; 2004 ; Brisbane, Australia
2004-01-01
2 pages
Held on CD-ROM. Abstracts in print form. Also known as ICHE-2004
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
H2D morphodynamic model considering wave, current and sediment interaction
Online Contents | 2015
|Sediment Distribution, Retention and Morphodynamic Analysis of a River-Dominated Deltaic System
DOAJ | 2021
|A coastal morphodynamic model for cross-shore sediment transport
British Library Conference Proceedings | 2003
|H2D morphodynamic model considering wave, current and sediment interaction
British Library Online Contents | 2015
|A Morphodynamic Model for River and Estuary Management
ASCE | 1999
|