Breach modelling by overflow with TELEMAC 2D: comparison with largescale experiments

Christophe Laroche; Mathieu Alquier; Fanny Floriani; Ron Tejral

doi:10.1051/e3sconf/20160704001

All issues

Volume 7 (2016)

E3S Web Conf., 7 (2016) 04001

References

Open Access

Issue		E3S Web Conf. Volume 7, 2016 3^rd European Conference on Flood Risk Management (FLOODrisk 2016)


Article Number		04001
Number of page(s)		9
Section		Hazard analysis and modelling
DOI		https://doi.org/10.1051/e3sconf/20160704001
Published online		20 October 2016

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USDA – NRCS (2009). WinDamB : Quick Start Guide. Module for Fam Design and Analysis [Google Scholar]
CIRIA (2013). The International Levee Handbook. Chapter 8, pp 937–942 [Google Scholar]
Van DammeM., Morris M.W., HassanM. (2012). WP4.4: A new approach to rapid assessment of breach driven embankment failures. Flood Risk Management Research Consortium. Research report SWP4.4. [Google Scholar]
Parthéniades E. (1965). Erosion and deposition of cohesive soils. Journal of the Hydraulic Division, n°91, pp 105–139. [Google Scholar]
WahlT. L., Hanson G. J., Reggazzoni P.L. (2009). Quantifying erodibility of embankment materials for the modelling of Dam breach processes. Proc. of the ASDSO Dam Safety, Hollywood, Florida, 24p. [Google Scholar]
Laroche C, Alquier M. (2013). Implementation of an erosion law in TELEMAC-2D: a way to predict the characteristics of a breach? Proceedings of the XXth TELEMACMASCARET User Conference. Karlsruhe, BAW, pp 103–107. [Google Scholar]
Hunt S.L., Hanson G.J., Cook K.R., Kadavy K.C. (2005). Breach widening observations from earthen embankment test. American Society of Agricultural Engineers, vol. 48(3)1115–1120. [CrossRef] [Google Scholar]
Hanson G.J., Cook K.R., Hunt S.L. (2005). Physical Modeling of Overtopping Erosion and Breach Formation of Cohesive Embankments. American Society of Agricultural Engineers, vol. 48(5)1783–1794. [Google Scholar]
Hanson G.J. (2002). Embankment Research in the US. IMPACT Investigation of Extreme Flood. Processes & Uncertainty, Workshop at HR Wallingford, UK on 16 & 17 May 2002 [Google Scholar]

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[1] DREAL Languedoc Roussillon (2009). Les digues protègent…mais peuvent romper [Google Scholar]

[2] M.W. Morris (2009). Breaching Processes: A state of the art review, In FLOODSite project, rep No T06-06-03, HR Wallingford UK. [Google Scholar]

[3] USDA – NRCS (2009). WinDamB : Quick Start Guide. Module for Fam Design and Analysis [Google Scholar]

[4] CIRIA (2013). The International Levee Handbook. Chapter 8, pp 937–942 [Google Scholar]

[5] Van DammeM., Morris M.W., HassanM. (2012). WP4.4: A new approach to rapid assessment of breach driven embankment failures. Flood Risk Management Research Consortium. Research report SWP4.4. [Google Scholar]

[6] Parthéniades E. (1965). Erosion and deposition of cohesive soils. Journal of the Hydraulic Division, n°91, pp 105–139. [Google Scholar]

[7] WahlT. L., Hanson G. J., Reggazzoni P.L. (2009). Quantifying erodibility of embankment materials for the modelling of Dam breach processes. Proc. of the ASDSO Dam Safety, Hollywood, Florida, 24p. [Google Scholar]

[8] Laroche C, Alquier M. (2013). Implementation of an erosion law in TELEMAC-2D: a way to predict the characteristics of a breach? Proceedings of the XXth TELEMACMASCARET User Conference. Karlsruhe, BAW, pp 103–107. [Google Scholar]

[9] Hunt S.L., Hanson G.J., Cook K.R., Kadavy K.C. (2005). Breach widening observations from earthen embankment test. American Society of Agricultural Engineers, vol. 48(3)1115–1120. [CrossRef] [Google Scholar]

[10] Hanson G.J., Cook K.R., Hunt S.L. (2005). Physical Modeling of Overtopping Erosion and Breach Formation of Cohesive Embankments. American Society of Agricultural Engineers, vol. 48(5)1783–1794. [Google Scholar]

[11] Hanson G.J. (2002). Embankment Research in the US. IMPACT Investigation of Extreme Flood. Processes & Uncertainty, Workshop at HR Wallingford, UK on 16 & 17 May 2002 [Google Scholar]