Articles | Volume 14, issue 1
Nat. Hazards Earth Syst. Sci., 14, 11–20, 2014

Special issue: Flood ris​k analysis and integ​rated management

Nat. Hazards Earth Syst. Sci., 14, 11–20, 2014

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. Dou1,2, D.-W. Wang3, M.-H. Yu4, and Y.-J. Liang5 S.-T. Dou et al.
  • 1Cold and Arid Regions Environmental and Engineering Research Institute, Chinese Academy of Sciences,73000 Lanzhou, China
  • 2Yellow River Institute of Hydraulic Research, YRCC, 450003 Zhengzhou, China
  • 3State Key Laboratory of Simulation and Regulation of River Basin Water Cycle, China Institute of Water Resources and Hydropower Research, 100038 Beijing, China
  • 4State Key Laboratory of Water Resources and Hydropower Engineering Sciences, Wuhan University, 430072 Wuhan, China
  • 5Yellow River Engineering Consulting Co., Ltd. YRCC, Zhengzhou, 450003, China

Abstract. Floods caused by levee breaching pose disastrous risks to the lower reaches and the flood flow zones of rivers. Thus, a comprehensive assessment of flow and sediment transport during floods must be performed to mitigate flood disasters. Given that the flow state becomes relatively more complex and the range of the submerged area becomes more extensive after a levee breach, this paper established a flow and sediment model by using two-dimensional shallow water equations (SWEs) to explore the breach development process and the flow and sediment transport in a curved bed after a levee breach due to overtopping. A three-element weighted essentially non-oscillatory Roe scheme was adopted for the discretization of SWEs. In addition, a non-equilibrium total-load sediment transport model was established to simulate the scour depth development process of the breach. A stable equilibrium of the breach was established based on flow shear force and soil shear strength. The lateral widening of the breach was simulated by the scouring-collapse lateral widening mode. These simulations, together with the levee breach experiment conducted in the laboratory, demonstrate the validity of the flow and sediment transport process established in this paper. The effects of water head in and out of the watercourse, the flow rate, the levee sediment grading, and other variables during levee breaching were also analyzed. The mathematical model calculation provided a number of physical quantities, such as flow rate and flow state at the breach, that are difficult to measure by using the current laboratory facilities. The results of this research provide fundamental data for developing measures that can reduce casualties and asset loss due to floods caused by levee breaching.

Final-revised paper