| 25533 |
Dam-Break Flow in a Channel with a Sudden Enlargement |
S. Soares Frazao; D. Lories; S. Taminiau; Y. Zech
|
2003 |
| 25534 |
Dam Break During the Flood in Saxony/Germany in August 2002 |
A. Bornschein; R. Pohl
|
2003 |
| 25535 |
Two-Phase Flow Characteristics of an Unsteady Dam Break Wave Flow |
H. Chanson
|
2003 |
| 25536 |
An Upwind Method for One-Dimensional Dam-Break Flows |
X. Ying; A. A. Khan; S. S. Y. Wang
|
2003 |
| 25537 |
Unsteady Flow Wetting Drying Condition Leading to Zero Mass Error. Application to the Malpasset Dam Failure |
P. Brufau; P. Garcianavarro
|
2003 |
| 25538 |
Dam-Break Wave Propagation over a Cohesionless Erodible Bed |
J. G. A. B. Leal; R. M. L. Ferreira; A. H. Cardoso
|
2003 |
| 25539 |
Similitude in Laboratory Pier-Scour Studies |
Y. M. Chiew; R. Ettema
|
2003 |
| 25540 |
Evaluation of the Formulae of Bridge Pier Scour Depth Using Data of Lightweight Bed Material |
G. Yu; S. K. Tan; S. Y. Lim; M. C. Ong
|
2003 |
| 25541 |
Scour Reduction Around Bridge Piers Using Internal Openings Through the Pier |
M. Abd Elrazek; M. Abd Elmotaleb; M. Bayoumy
|
2003 |
| 25542 |
Field Investigation on Local Scour Around the Piers of the Shimanto River Bridge |
R. De Aragao; A. Kadota; K. Suzuki; Y. Fujimori
|
2003 |
