Prediction of excessive flooding in the river zone by numerical modeling;Prévision par modélisation numérique de la zone de risque bordant un tronçon de rivière subissant une crue exceptionnelle

Canadian Journal of Civil Engineering

Volumn 30, Issue 3, 2003, Pages 568-579

  Mahdi, T ^a   Marche, C ^a  

^a ÉCOLE POLYTECHNIQUE DE MONTRÉAL   (Canada)

Author keywords

Evacuation; Flooding; Numerical simulations; Slope stability; Transportation of solids; Zone

Indexed keywords

MATHEMATICAL MODELS; NUMERICAL METHODS; RIVERS; SEDIMENT TRANSPORT; SLOPE STABILITY;

FLOODING; SOIL MOVEMENTS;

FLOODS;

FLOODS; MATHEMATICAL MODELS; NUMERICAL METHODS; RIVERS; SEDIMENT TRANSPORT; SLOPE STABILITY;

ALLUVIAL PLAIN; FLOODING; NUMERICAL MODEL; PREDICTION; RISK ASSESSMENT; RIVER BED; SAFETY; SEDIMENT TRANSPORT; SLOPE STABILITY;

CANADA; NORTH AMERICA; QUEBEC [CANADA]; SAGUENAY RIVER;

EID: 34247281781     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l03-018     Document Type: Article

References (21)

1. Chang, H.H. 1979. Minimum stream, power and river channel patterns. Journal of Hydrology, 41 : 303-327.
2. Chang, H.H. 1980a. Stable alluvial canal design. Journal of the Hydraulics Division, ASCE, 106(HY5) : 873-891.
3. Chang, H.H. 1980b. Geometry of gravel streams. Journal of the Hydraulics Division, ASCE, 106(HY9) : 1443-1456.
4. Chang, H.H. 1982a. Mathematical model for erodible channels. Journal of the Hydraulics Division, ASCE, 108(HY5) : 678-689.
5. Chang, H.H. 1982b. Fluvial hydraulics of deltas and alluvial fans. Journal of the Hydraulics Division, ASCE, 108(HY11) : 1282-1295.
6. Chang, H.H. 1983. Energy expenditure in curved open channels. Journal of the Hydraulics Division, ASCE, 109(HY7) : 1012-1022.
7. Chang, H.H., et Hill, J.C. 1976. Computer modeling of erodible flood channels and deltas. Journal of the Hydraulics Division, ASCE, 102(HY10) : 1461-1477.
8. Chang, H.H., et Hill, J.C. 1977. Minimum stream power for rivers and deltas. Journal of the Hydraulics Division, ASCE, 103(HY12) : 1375-1389.
9. Commission Nicolet. 1997. Commission scientifique et technique sur la gestion des barrages. Bibliothèque nationale du Canada, Ottawa, Ont.
10. Couture, R., et Evans, S.G. 2000. Canadian workshop on geotechnic and natural hazards: An IDNDR perspective. Dans Achievements and Prospects. 53rd Canadian Geotechnical Conference, du 15 au 18 octobre 2000, Montréal, Qué. Geological Survey of Canada, Ottawa, Ont.
11. Fredlund, D.G. 1995. User's guide SLOPE/W. GEO-SLOPE International, Ltd., Calgary, Alb.
12. INRS-Eau. 1997. Simulation hydrodynamique et bilan sédimentaire des rivières Chicoutimi et Ha ! Ha ! lors des crues exceptionnelles de juillet 1996. Rapport INRS-Eau R487.
13. Lapointe, M., Driscoll, S., Bergeron, N., Secretan, Y., et Leclerc, M. 1998. Response of the Ha! Ha! River to the flood of July 1996 in Saguenay Region of Quebec: Large-scale avulsion in a river valley. Water Ressources Research, 34(9) : 2383-2392.
14. Philipponnat, G., et Hubert, B. 1998. Fondation et ouvrages en terre. Eyrolles, Paris.
15. Selby, M.J. 1982. Hillslope materials and processes. Oxford University Press, Oxford, R.U.
16. Song, C.C.S., et Yang, C.T. 1979. Velocity profiles and minimum stream power. Journal, of the Hydraulics Division, ASCE, 105(HY8) : 981-998.
17. Song, C.C.S., et Yang, C.T. 1982. Minimum energy and energy dissipation rate. Journal of the Hydraulics Division, ASCE, 108(HY5) : 690-706.
18. Turner, A.K., et Schuster, R.L. 1996. Landslides: Investigation and mitigation. Transportation Research Board, National Research Council, Washington, D.C. Rapport 247.
19. Yang, C.T., et Song, C.C.S. 1979. Theory of minimum rate of energy dissipation. Journal of the Hydraulics Division, ASCE, 105(HY7) : 769-784.
20. Yang, C.T., et Song, C.C.S. 1986. Theory of minimum energy and energy dissipation Rate. Dans Encyclopedia of fluid mechanics, vol. 1, chap. 11. Éditeur : N.P. Cheremisinoff. Gulf Publishing Company, Houston, Tex. p. 353-399.
21. Yang, CT., Trevino, M.A., et Simoes, F.J.M. 1998. User's manual for GSTARS 2.0 (generalized stream tube model for alluvial river simulation version 2.0). U.S. Department of the Interior, Bureau of Reclamation, Technical Service Center, Sedimentation and River Hydraulics Group, Denver, Colo.