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NUMERICAL PREDICTION FOR COLLAPSE OF PERMEABLE DAM DUE TO OVERFLOWS WITH 3D MULTIPHASE-FLOW SOLVER (3D MICS)

Authors :
Norimasa Yoshikawa
Akira Fukutani
Iehisa Nezu
Satoru Ushijima
Source :
PROCEEDINGS OF HYDRAULIC ENGINEERING. 50:841-846
Publication Year :
2006
Publisher :
Japan Society of Civil Engineers, 2006.

Abstract

The collapse of a permeable dam mainly due to overflows has been investigated with experiments and numerical studies. In order to numerically predict this process, the treatment of fluid forces acting on permeable materials is essentially important. In contrast to the previous numerical methods, 3D MICS, a computational method for incompressible multiphase fields, allows us to deal with the movement of solid bodies included in free-surface flows without any empirical formulations, such as a resistance coefficient, Cd. The validity of 3D MICS is discussed through the comparison with the experimental results.

Details

ISSN :
18849172 and 09167374
Volume :
50
Database :
OpenAIRE
Journal :
PROCEEDINGS OF HYDRAULIC ENGINEERING
Accession number :
edsair.doi...........6ab2c9d54075dc07bd3eb04ef021c99c