Breach; channel width; fluvial dike; laboratory experiment; non-cohesive; numerical model; overtopping flow; Channel width; Channel widths; Dike breaching; Fluvial dike; Fluvials; Hydrographs; Laboratory experiments; Non-cohesive; Overtopping flow; Civil and Structural Engineering; Water Science and Technology
Abstract :
[en] Laboratory experiments were conducted on the breaching of homogeneous non-cohesive sandy fluvial dikes induced by flow overtopping. Tests were conducted using a main channel, an erodible lateral dike and a floodplain. The main channel width and Froude number prior to overtopping were systematically varied. Breach discharge was deduced from water level measurements and mass conservation. High-resolution 3D reconstructions of the evolving breach geometry were obtained using a non-intrusive laser profilometry technique. The main channel width and Froude number show significant influence on the breach expansion and hydrograph. Breach hydrographs are divided into three types, depending on the Froude number and a non-dimensional main channel width. An adapted fluvial dike breaching model based on the concept of “effective breach width” is proposed. Using the laboratory data, the computed breach discharge is found extremely satisfactory, although the breach downstream expansion is not accurately reproduced by the model.
Disciplines :
Civil engineering
Author, co-author :
Schmitz, Vincent ; Université de Liège - ULiège > Urban and Environmental Engineering
Rifai, Ismail; Hydro-Québec, Montréal, Canada
Kheloui, Lydia; National Laboratory for Hydraulics and Environment, Research & Development Division, Electricité de France, Chatou, France
Erpicum, Sébastien ; Université de Liège - ULiège > Urban and Environmental Engineering
Archambeau, Pierre ; Université de Liège - ULiège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)
Violeau, Damien; National Laboratory for Hydraulics and Environment, Research & Development Division, Electricité de France, Saint-Venant Laboratory for Hydraulics, Chatou, France
Pirotton, Michel ; Université de Liège - ULiège > Département ArGEnCo > HECE (Hydraulics in Environnemental and Civil Engineering)
El Kadi Abderrezzak, Kamal; National Laboratory for Hydraulics and Environment, Research & Development Division, Electricité de France, Saint-Venant Laboratory for Hydraulics, Chatou, France
Dewals, Benjamin ; Université de Liège - ULiège > Département ArGEnCo > Hydraulics in Environmental and Civil Engineering
Language :
English
Title :
Main channel width effects on overtopping-induced non-cohesive fluvial dike breaching
This work was partially funded by the Association Nationale de Recherche et de la Technologie (ANRT) [CIFRE 2015/0015 and CIFRE 2018/1235], the European Regional Development Fund (Programme Opérationnel Interrégional Rhône-Saône 2014–2020) and EDF.
ASCE/EWRI Task Committee on Dam/Levee Breaching. (2011). Earthen embankment breaching. Journal of Hydraulic Engineering, 137 (12), 1549–1564. doi: 10.1061/(ASCE)HY.1943-7900.0000498
Charrier, G. (2015). Etude expérimentale des ruptures de digues fluviales par surverse [Doctoral dissertation]. University of Aix-Marseille. (In French). https://www.theses.fr/2015AIXM4714
Di Baldassare, G., Viglione, A., Carr, G., Kuil, L., Yan, K., Brandimarte, L., & Blöschl, G. (2015). Debates-perspectives on socio-hydrology: Capturing feedbacks between physical and social processes. Water Resources Research, 51 (6), 4770–4781. doi: 10.1002/2014WR016416
Elalfy, E., Tabrizi, A. A., & Chaudhry, M. H. (2018). Numerical and experimental modeling of levee breach including slumping failure of breach sides. Journal of Hydraulic Engineering, 144 (2), 04017066. doi: 10.1061/(ASCE)HY.1943-7900.0001406
Frank, P.-J. (2016). Hydraulics of spatial dike breach [Doctoral dissertation]. ETH Zürich, Switzerland. https://www.research-collection.ethz.ch/bitstream/handle/20.500.11850/128470/1/eth-50528-01.pdf
Froehlich, D. C. (2008). Embankment Dam Breach Parameters and their Uncertainties. Journal of Hydraulic Engineering, 134 (12), 1708–1721. doi: 10.1061/(ASCE)0733-9429(2008)134:12(1708)
Islam, S. (2012). Study on levee breach and successive disasters in low-land through numerical and experimental approaches [Doctoral dissertation]. Nagoya University, Japan. https://nagoya.repo.nii.ac.jp/record/15319/file_preview/k9879.pdf
Kakinuma, T., Tobita, D., Yokoyama, H., & Takeda, A. (2013). Levee breach observation at Chiyoda experimental flume. In S. Fukuoaka, H. Nakagawa, T. Sumi, & H. Zhang (Eds.), ISRS 2013. Proceedings of the 12th International Symposium on River Sedimentation (pp. 1013–1020). CRS press.
LaRocque, L. A., Elkholy, M., Hanif Chaudhry, M., & Imran, J. (2013). Experiments on urban flooding caused by a levee breach. Journal of Hydraulic Engineering, 139 (9), 960–973. doi: 10.1061/(ASCE)HY.1943-7900.0000754
Michelazzo, G., Oumeraci, H., & Paris, E. (2018). New hypothesis for the final equilibrium stage of a river levee breach due to overflow. Water Resources Research, 54 (7), 4277–4293. doi: 10.1029/2017WR021378
Onda, S., Hosoda, T., Jaćimović, N. M., & Kimura, I. (2019). Numerical modelling of simultaneous overtopping and seepage flows with application to dike breaching. Journal of Hydraulic Research, 57 (1), 13–25. doi: 10.1080/00221686.2018.1442882
Powledge, G. R., Ralston, D. C., Miller, P., Chen, Y. H., Clopper, P. E., & Temple, D. M. (1989). Mechanics of Overflow Erosion on Embankments. II: Hydraulic and Design Considerations. Journal of Hydraulic Engineering, 115 (8), 1056–1075. doi: 10.1061/(ASCE)0733-9429(1989)115:8(1056)
Rifai, I., El kadi Abderrezzak, K., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., & Dewals, B. (2018). Floodplain backwater effect on overtopping induced fluvial dike failure. Water Resources Research, 54 (11), 9060–9073. doi: 10.1029/2017WR022492
Rifai, I., El Kadi Abderrezzak, K., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., & Dewals, B. (2019). Flow and detailed 3D morphodynamic data from laboratory experiments of fluvial dike breaching. Scientific Data, 6 (1), 53. doi: 10.1038/s41597-019-0057-y
Rifai, I., El Kadi Abderrezzak, K., Hager, W. H., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., & Dewals, B. (2021). Apparent cohesion effects on overtopping induced fluvial dike breaching. Journal of Hydraulic Research, 59 (1), 75–87. doi: 10.1080/00221686.2020.1714760
Rifai, I., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., El Kadi Abderrezzak, K., & Dewals, B. (2017). Overtopping induced failure of noncohesive, homogeneous fluvial dikes. Water Resources Research, 53 (4), 3373–3386. doi: 10.1002/2016WR020053
Rifai, I., Schmitz, V., Erpicum, S., Archambeau, P., Violeau, D., Pirotton, M., Dewals, B., & El Kadi Abderrezzak, K. (2020). Continuous Monitoring of Fluvial Dike Breaching by a Laser Profilometry Technique. Water Resources Research, doi: 10.1029/2019WR026941
Schmitz, V., Arnst, M., El Kadi Abderrezzak, K., Pirotton, M., Erpicum, S., Archambeau, P., & Dewals, B. (2023). Global sensitivity analysis of a dam breaching model: To which extent is parameter sensitivity case-dependent? Water Resources Research, e2022WR033894. doi: 10.1029/2022WR033894
Schmitz, V., Erpicum, S., El Kadi Abderrezzak, K., Rifai, I., Archambeau, P., Pirotton, M., & Dewals, B. (2021). Overtopping-Induced Failure of Non–Cohesive Homogeneous Fluvial Dikes: Effect of Dike Geometry on Breach Discharge and Widening. Water Resources Research, 57 (7), e2021WR029660. doi: 10.1029/2021WR029660
Schmocker, L., Frank, P.-J., & Hager, W. H. (2014). Overtopping dike-breach: Effect of grain size distribution. Journal of Hydraulic Research, 52 (4), 559–564. doi: 10.1080/00221686.2013.878403
Wallner, S. (2014). Influence of reservoir Shape and Size on The Flood Wave Caused by Progressive Overtopping Dam Failure [Doctoral dissertation]. TU Wien. doi: 10.34726/hss.2014.25148
Ward, P. J., Jongman, B., Aerts, J. C., Bates, P. D., Botzen, W. J., Loaiza, A. D., … Winsemius, H. C. (2017). A global framework for future costs and benefits of river-flood protection in urban areas. Nature climate change, 7 (9), 642–646. doi: 10.1038/nclimate3350
Wu, W. (2013). Simplified physically based model of earthen embankment breaching. Journal of Hydraulic Engineering, 139 (8), 837–851. doi: 10.1061/(ASCE)HY.1943-7900.0000741