Articles | Volume 14, issue 1
https://doi.org/10.5194/nhess-14-11-2014
© Author(s) 2014. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Special issue:
https://doi.org/10.5194/nhess-14-11-2014
© Author(s) 2014. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
03 Jan 2014
Research article |
| 03 Jan 2014
Numerical modeling of the lateral widening of levee breach by overtopping in a flume with 180° bend
S.-T. Dou
Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences,73000 Lanzhou, China
Yellow River Institute of Hydraulic Research, YRCC, 450003 Zhengzhou, China
D.-W. Wang
State Key Laboratory of Simulation and Regulation of River Basin Water Cycle, China Institute of Water Resources and Hydropower Research, 100038 Beijing, China
M.-H. Yu
State Key Laboratory of Water Resources and Hydropower Engineering Sciences, Wuhan University, 430072 Wuhan, China
Y.-J. Liang
Yellow River Engineering Consulting Co., Ltd. YRCC, Zhengzhou, 450003, China
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Cited
16 citations as recorded by crossref.
- Experimental Study of Dike‐Break Induced Flow Generated by Instantaneous Opening of the Side Gate D. Zhang et al. 10.1111/jfr3.70017
- Experimental study on the hydrodynamic response inside the main channel and the floodplain during an instantaneous dike break Z. Wang et al. 10.1080/00221686.2025.2496993
- Numerical modelling of levee breach with an improved slope-failure operator P. Hu et al. 10.1080/00221686.2023.2202661
- Levee reliability analyses for various flood return periods – a case study in southern Taiwan W. Huang et al. 10.5194/nhess-15-919-2015
- Modeling lateral enlargement in dam breaches using slope stability analysis based on circular slip mode L. Wang et al. 10.1016/j.enggeo.2016.04.027
- New Hypothesis for the Final Equilibrium Stage of a River Levee Breach due to Overflow G. Michelazzo et al. 10.1029/2017WR021378
- Overtopping‐Induced Failure of Non–Cohesive Homogeneous Fluvial Dikes: Effect of Dike Geometry on Breach Discharge and Widening V. Schmitz et al. 10.1029/2021WR029660
- Preface: Flood-risk analysis and integrated management P. Bubeck et al. 10.5194/nhess-16-1005-2016
- Overtopping breaching of river levees constructed with cohesive sediments H. Wei et al. 10.5194/nhess-16-1541-2016
- Modelling of Flood Inundation due to Levee Breaches: Sensitivity of Flood Inundation against Breach Process Parameters Y. Tadesse & P. Fröhle 10.3390/w12123566
- Numerical simulations of flow and sediment transport within the Ning-Meng reach of the Yellow River, northern China S. Dou et al. 10.1007/s40333-017-0059-6
- Influences of inflow rates on the breach characteristics of landslide dams X. Jiang et al. 10.3389/feart.2024.1484093
- Evaluation of barrier lake breach floods: Insights from recent case studies in China Z. Chen et al. 10.1002/wat2.1408
- River Levee Overtopping: A Bivariate Methodology for Hydrological Characterization of Overtopping Failure M. Isola et al. 10.1061/(ASCE)HE.1943-5584.0001929
- Formation conditions of outburst debris flow triggered by overtopped natural dam failure J. Xiangang et al. 10.1007/s10346-016-0751-1
- Overtopping induced failure of noncohesive, homogeneous fluvial dikes I. Rifai et al. 10.1002/2016WR020053
16 citations as recorded by crossref.
- Experimental Study of Dike‐Break Induced Flow Generated by Instantaneous Opening of the Side Gate D. Zhang et al. 10.1111/jfr3.70017
- Experimental study on the hydrodynamic response inside the main channel and the floodplain during an instantaneous dike break Z. Wang et al. 10.1080/00221686.2025.2496993
- Numerical modelling of levee breach with an improved slope-failure operator P. Hu et al. 10.1080/00221686.2023.2202661
- Levee reliability analyses for various flood return periods – a case study in southern Taiwan W. Huang et al. 10.5194/nhess-15-919-2015
- Modeling lateral enlargement in dam breaches using slope stability analysis based on circular slip mode L. Wang et al. 10.1016/j.enggeo.2016.04.027
- New Hypothesis for the Final Equilibrium Stage of a River Levee Breach due to Overflow G. Michelazzo et al. 10.1029/2017WR021378
- Overtopping‐Induced Failure of Non–Cohesive Homogeneous Fluvial Dikes: Effect of Dike Geometry on Breach Discharge and Widening V. Schmitz et al. 10.1029/2021WR029660
- Preface: Flood-risk analysis and integrated management P. Bubeck et al. 10.5194/nhess-16-1005-2016
- Overtopping breaching of river levees constructed with cohesive sediments H. Wei et al. 10.5194/nhess-16-1541-2016
- Modelling of Flood Inundation due to Levee Breaches: Sensitivity of Flood Inundation against Breach Process Parameters Y. Tadesse & P. Fröhle 10.3390/w12123566
- Numerical simulations of flow and sediment transport within the Ning-Meng reach of the Yellow River, northern China S. Dou et al. 10.1007/s40333-017-0059-6
- Influences of inflow rates on the breach characteristics of landslide dams X. Jiang et al. 10.3389/feart.2024.1484093
- Evaluation of barrier lake breach floods: Insights from recent case studies in China Z. Chen et al. 10.1002/wat2.1408
- River Levee Overtopping: A Bivariate Methodology for Hydrological Characterization of Overtopping Failure M. Isola et al. 10.1061/(ASCE)HE.1943-5584.0001929
- Formation conditions of outburst debris flow triggered by overtopped natural dam failure J. Xiangang et al. 10.1007/s10346-016-0751-1
- Overtopping induced failure of noncohesive, homogeneous fluvial dikes I. Rifai et al. 10.1002/2016WR020053
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