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.
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
Viewed
Total article views: 4,601 (including HTML, PDF, and XML)
Cumulative views and downloads
(calculated since 08 Aug 2013)
| HTML | XML | Total | BibTeX | EndNote | |
|---|---|---|---|---|---|
| 1,832 | 2,545 | 224 | 4,601 | 187 | 188 |
- HTML: 1,832
- PDF: 2,545
- XML: 224
- Total: 4,601
- BibTeX: 187
- EndNote: 188
Total article views: 3,863 (including HTML, PDF, and XML)
Cumulative views and downloads
(calculated since 03 Jan 2014)
| HTML | XML | Total | BibTeX | EndNote | |
|---|---|---|---|---|---|
| 1,522 | 2,142 | 199 | 3,863 | 162 | 179 |
- HTML: 1,522
- PDF: 2,142
- XML: 199
- Total: 3,863
- BibTeX: 162
- EndNote: 179
Total article views: 738 (including HTML, PDF, and XML)
Cumulative views and downloads
(calculated since 08 Aug 2013)
| HTML | XML | Total | BibTeX | EndNote | |
|---|---|---|---|---|---|
| 310 | 403 | 25 | 738 | 25 | 9 |
- HTML: 310
- PDF: 403
- XML: 25
- Total: 738
- BibTeX: 25
- EndNote: 9
Cited
17 citations as recorded by crossref.
- Experimental Study of Dike‐Break Induced Flow Generated by Instantaneous Opening of the Side Gate D. Zhang et al.
- Experimental study on the hydrodynamic response inside the main channel and the floodplain during an instantaneous dike break Z. Wang et al.
- Numerical modelling of levee breach with an improved slope-failure operator P. Hu et al.
- Levee reliability analyses for various flood return periods – a case study in southern Taiwan W. Huang et al.
- Modeling lateral enlargement in dam breaches using slope stability analysis based on circular slip mode L. Wang et al.
- New Hypothesis for the Final Equilibrium Stage of a River Levee Breach due to Overflow G. Michelazzo et al.
- Overtopping‐Induced Failure of Non–Cohesive Homogeneous Fluvial Dikes: Effect of Dike Geometry on Breach Discharge and Widening V. Schmitz et al.
- Preface: Flood-risk analysis and integrated management P. Bubeck et al.
- Overtopping breaching of river levees constructed with cohesive sediments H. Wei et al.
- Modelling of Flood Inundation due to Levee Breaches: Sensitivity of Flood Inundation against Breach Process Parameters Y. Tadesse & P. Fröhle
- Numerical simulations of flow and sediment transport within the Ning-Meng reach of the Yellow River, northern China S. Dou et al.
- Influences of inflow rates on the breach characteristics of landslide dams X. Jiang et al.
- Evaluation of barrier lake breach floods: Insights from recent case studies in China Z. Chen et al.
- River Levee Overtopping: A Bivariate Methodology for Hydrological Characterization of Overtopping Failure M. Isola et al.
- Formation conditions of outburst debris flow triggered by overtopped natural dam failure J. Xiangang et al.
- Numerical Study of Flow Characteristics on Landward Levee Slopes Under Overtopping at Different Froude Numbers C. Jeong et al.
- Overtopping induced failure of noncohesive, homogeneous fluvial dikes I. Rifai et al.
17 citations as recorded by crossref.
- Experimental Study of Dike‐Break Induced Flow Generated by Instantaneous Opening of the Side Gate D. Zhang et al.
- Experimental study on the hydrodynamic response inside the main channel and the floodplain during an instantaneous dike break Z. Wang et al.
- Numerical modelling of levee breach with an improved slope-failure operator P. Hu et al.
- Levee reliability analyses for various flood return periods – a case study in southern Taiwan W. Huang et al.
- Modeling lateral enlargement in dam breaches using slope stability analysis based on circular slip mode L. Wang et al.
- New Hypothesis for the Final Equilibrium Stage of a River Levee Breach due to Overflow G. Michelazzo et al.
- Overtopping‐Induced Failure of Non–Cohesive Homogeneous Fluvial Dikes: Effect of Dike Geometry on Breach Discharge and Widening V. Schmitz et al.
- Preface: Flood-risk analysis and integrated management P. Bubeck et al.
- Overtopping breaching of river levees constructed with cohesive sediments H. Wei et al.
- Modelling of Flood Inundation due to Levee Breaches: Sensitivity of Flood Inundation against Breach Process Parameters Y. Tadesse & P. Fröhle
- Numerical simulations of flow and sediment transport within the Ning-Meng reach of the Yellow River, northern China S. Dou et al.
- Influences of inflow rates on the breach characteristics of landslide dams X. Jiang et al.
- Evaluation of barrier lake breach floods: Insights from recent case studies in China Z. Chen et al.
- River Levee Overtopping: A Bivariate Methodology for Hydrological Characterization of Overtopping Failure M. Isola et al.
- Formation conditions of outburst debris flow triggered by overtopped natural dam failure J. Xiangang et al.
- Numerical Study of Flow Characteristics on Landward Levee Slopes Under Overtopping at Different Froude Numbers C. Jeong et al.
- Overtopping induced failure of noncohesive, homogeneous fluvial dikes I. Rifai et al.
Saved (final revised paper)
Latest update: 26 Apr 2026
Special issue
Altmetrics
Final-revised paper
Preprint