๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Lagrangian Simulation of One-Dimensional Dam-Break Flow

โœ Scribed by Wang, Zhilian; Shen, Hung Tao


Book ID
118161611
Publisher
American Society of Civil Engineers
Year
1999
Tongue
English
Weight
76 KB
Volume
125
Category
Article
ISSN
0733-9429

No coin nor oath required. For personal study only.


๐Ÿ“œ SIMILAR VOLUMES


Two-dimensional dam break flow simulatio
โœ P. Brufau; P. Garcia-Navarro ๐Ÿ“‚ Article ๐Ÿ“… 2000 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 401 KB

Numerical modelling of shallow water flow in two dimensions is presented in this work with the results obtained in dam break tests. Free surface flow in channels can be described mathematically by the shallow-water system of equations. These equations have been discretized using an approach based on

Simulation of dam-break flow with grid a
โœ Mizanur Rahman; M.Hanif Chaudhry ๐Ÿ“‚ Article ๐Ÿ“… 1998 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 816 KB

The unsteady free surface flow caused by sudden collapse of a dam produces discontinuities in the flow variables. As the flow surges downstream, it forms a moving bore front with steep gradients of water height and velocity. In the numerical simulation of this flow, proper grid distribution can play