Water–sediment flow modeling for field case studies in Southwest China
详细信息    查看全文
  • 作者:Ridong Chen ; Songdong Shao ; Xingnian Liu
  • 关键词:Water–sediment flow modeling ; Southwest China ; Flood ; Sediment ; Field study ; Polo Hydropower Plant ; Tangjiashan Mountain flood
  • 刊名:Natural Hazards
  • 出版年:2015
  • 出版时间:September 2015
  • 年:2015
  • 卷:78
  • 期:2
  • 页码:1197-1224
  • 全文大小:5,701 KB
  • 参考文献:Brufau P, Garcia-Navarro P, Vazquez-Cendon ME (2004) Zero mass error using unsteady wetting-drying conditions in shallow flows over dry irregular topography. Int J Numer Meth Fluids 45(10):1047-082View Article
    Cantelli A, Paola C, Parker G (2004) Experiments on upstream-migrating erosional narrowing and widening of an incisional channel caused by dam removal. Water Resour Res 40:W03304. doi:10.-029/-003WR002940
    Cao ZX, Yue ZY, Pender G (2011) Landslide dam failure and flood hydraulics. Part II: coupled mathematical modelling. Nat Hazards 59:1021-045View Article
    Casulli V, Zanolli P (2002) Semi-implicit numerical modeling of nonhydrostatic free surface flows for environmental problems. Math Comput Model 36:1131-149View Article
    Chen RD, Liu XN, Cao SY, Guo ZX (2011) Numerical simulation of deposit in confluence zone of debris flow and mainstream. Sci China Technol Sci 54(10):2618-628View Article
    Demirbilek Z, Nwogu OG (2007) Boussinesq modeling of wave propagation and runup over fringing coral reefs, Model Evaluation Report, Technical Rep. No. ERDC/CHL TR-07-12, U.S. Army Corps of Engineers, Vicksburg, MS
    Du CJ (2000) An element-free Galerkin method for simulation of stationary two-dimensional shallow water flows in rivers. Comput Methods Appl Mech Eng 182:89-07View Article
    Guillou S, Nguyen KD (1999) An improved technique for solving two-dimensional shallow water problems. Int J Numer Meth Fluids 29:465-83View Article
    Liu XN (2004) Gravel Bed Load Movement and Modeling, PhD Dissertation, Sichuan University, Chengdu, China (in Chinese)
    Liu XN, Chen YX, Li H (1991) Study of near bed sediment movement by using high-speed photographing. Sediment Res 1:57-0 (in Chinese)
    Liu F, Fu XD, Wang GQ, Duan J (2012a) Physically based simulation of dam breach development for Tangjiashan Quake Dam. China Environ Earth Sci 65:1081-094View Article
    Liu HF, Li M, Shu AP (2012b) Large eddy simulation of turbulent shallow water flows using multi-relaxation-time lattice Boltzmann model. Int J Numer Meth Fluids 70:1573-589View Article
    Pu JH, Cheng NS, Tan SK, Shao SD (2012) Source term treatment of SWEs using surface gradient upwind method. J Hydraul Res 50:145-53View Article
    Qian N, Wan ZH (1983) Sediment transport mechanics. Scientific Publishing, China (in Chinese)
    Soares-Frazao S, Canelas R, Cao ZX, Cea L, Chaudhry HM et al (2012) Dam
    eak flows over mobile beds: experiments and benchmark tests for numerical models. J Hydraul Res 50(4):364-75View Article
    USACE (2003) HEC geospatial hydrological modeling extension user’s manual, US Army Corps of Engineers, Research Center in Water Resources, University of Texas
    Wang GQ (1999) Review of sediment issues in China. Adv Water Sci 3:337-44 (in Chinese)
    Wang ZY, Song ZQ (1995) Review of sediment study in Europe and America. In: Proceedings of second national symposium on fundamental sediment theory. Beijing Construction and Material Industry Publisher, China, pp 3-5 (in Chinese)
    Wang ZY, Zhang K (2012) Principle of equivalency of bed structures and bed load motion. Int J Sedim Res 27:288-05View Article
    Wang GQ, Liu F, Fu XD, Li TJ (2008) Simulation of dam breach development for emergency treatment of the Tangjiashan Quake Lake in China. Sci China Ser E Tech Sci 51(Supp II):82-4
    Zhang RJ (1961) Alluvial dynamics. China Industry Publishing, China (in Chinese)
    Zhang RJ (1998) Alluvial and sediment dynamics. China Hydraulic and Hydroelectric Publishing, China (in Chinese)
    Zienkiewicz OC, Codina R (1995) A general algorithm for compressible and incompressible—flow. 1. The split, characteristic-based scheme. Int J Numer Methods Fluids 20:869-85View Article
  • 作者单位:Ridong Chen (1)
    Songdong Shao (2)
    Xingnian Liu (1)

    1. State Key Laboratory of Hydraulics and Mountain River Engineering, College of Water Resource and Hydropower, Sichuan University, Chengdu, 610065, China
    2. Department of Civil and Structural Engineering, University of Sheffield, Sheffield, S1 3JD, UK
  • 刊物类别:Earth and Environmental Science
  • 刊物主题:Earth sciences
    Hydrogeology
    Geophysics and Geodesy
    Geotechnical Engineering
    Civil Engineering
    Environmental Management
  • 出版者:Springer Netherlands
  • ISSN:1573-0840
文摘
This paper presents a highly robust numerical model to simulate water–sediment mixture flows in practical field studies. The model is composed of an integrated algorithm combining the finite element characteristic splitting method and finite volume Godunov scheme. The former maintains the generality and stability of the numerical algorithm, while the latter ensures the conservation and accuracy of the model. The proposed model is first tested by three benchmark flow problems including flood flow in a pool, dam break over a mobile bed, and morphological process of a dam removal. Then, the model is applied to two practical field case studies to demonstrate its potential engineering values. The first case study is related to the damage of the Polo Hydropower Plant by a sediment flooding event. The second one is the investigation of a well-known 2013 dam-break flooding that happened in the Tangjiashan Mountain. It is shown that the simulated water and sediment flows are in good agreement with the documented laboratory and field data, and the numerical model is capable of providing useful information on the flow predictions, thus making further engineering measures to mitigate these disasters.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700