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Volume 34 Issue 9
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ZHANG Ai-jun, LI Lin-ke, LIU Jing-yu, YAO You-cheng, WANG Jie. Design and numerical simulation analysis of three-dimensional radiation-well drainage system for ash dams[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1685-1690.
Citation: ZHANG Ai-jun, LI Lin-ke, LIU Jing-yu, YAO You-cheng, WANG Jie. Design and numerical simulation analysis of three-dimensional radiation-well drainage system for ash dams[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(9): 1685-1690.
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Design and numerical simulation analysis of three-dimensional radiation-well drainage system for ash dams

  • 1. College of Water Resources and Architectural Engineering, Northwest A & F University, Yangling 712100, China; 2. Northwest Electric Power Design Institute, Xi'an 710000, China

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  • Received Date: May 20, 2011
  • Published Date: October 09, 2012
    Graphical Abstract
    • Abstract
  • Setting of radiation-well drainage system is an effective way to reduce the saturation line of ash dams, and it has been applied in a number of projects with remarkable effectiveness. While the key impact of the drainage effect of radiation-well is the layout of radiation-tube, especially when setting radiation-well drainage system in completed projects, due to complex terrain below the surface ash dam, radiation-tube lengths and angles are subjected to the stratigraphy and terrain conditions at the bottom of ash dam. The traditional design methods cannot fully consider these factors and they result in unreasonable design of radiation-tube layout or non-ideal seepage drainage. The design method for 3D radiation-well drainage system for ash dams, which is based on 3D modeling method and Boolean operation, can effectively avoid the problems mentioned above, achieve precise design and construction guidance purpose. This 3D method can be integrated with the seepage simulation analysis. It is an advanced and effective method for the design and verification of radiation wells. According to a case of radiation-well drainage project of ash dams, the new 3D radiation-well design method is proposed. Through numerical simulation analysis, the rationality of the proposed method is verified, and its feasibility is demonstrated.
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    • References (10)
  • [1]
    李学民, 郑海远. 尾矿坝辐射井的设计与应用[J].矿冶, 2009, 18(3): 21–23. (LI Xue-min, ZHENG Hai-yuan. Application and design of tailings dam radiation wells[J]. Mining and Metallurgy, 2009, 18(3): 21–23. (in Chinese))
    [2]
    叶雨山. 辐射井排渗系统在灰坝工程的应用实例[J].土工基础, 2006, 20(6): 20–21. (YE Yu-shan. The Application of radiation well seepage drainage system in flyash dam[J]. Soil Engineering and Foundation, 2006, 20(6): 20–21. (in Chinese))
    [3]
    尹光志, 魏作安, 万 玲. 龙都尾矿库地下渗流场的数值模拟分析[J]. 岩土力学, 2003, 24(增刊): 25–28. (YIN Guang-zhi, WEI Zuo-an, WAN Ling. Numerical simulation analysis about seepage field of Longdu tail bay[J]. Rock and Soil Mechanics, 2003, 24(S0): 25–28. (in Chinese))
    [4]
    沈献林. 水平排渗技术在钟山铁矿尾矿坝上的应用[J]. 金属矿山, 1998, 12: 38–39. (SHEN Xian- lin. Application of horizontal drainage technology in Zhongshan iron ore tailing dam[J]. Metal Mine, 1998, 12: 38–39. (in Chinese))
    [5]
    柳厚祥, 宋 军, 陈克军. 尾矿坝二维固结稳定渗流分析[J]. 矿冶工程, 2002, 22(4): 8–14. (LIU Hou-xiang, SONG Jun, CHEN Ke-jun. Steady seepage analysis of 2D consolidation of tailing dams[J]. Mining and Metallurgical Engineering, 2002, 22(4): 8–14. ( in Chinese))
    [6]
    向远华. 灰坝辐射井排渗系统施工技术与受力性能研究[D]. 长沙: 中南大学, 2007. (XIANG Yuan-hua. Ash dam radiation well drainage system construction technology and performance under the force [D]. Changsha: Central South University, 2007. (in Chinese))
    [7]
    张培安. 降低金堆城栗西尾矿库坝体浸润线的技术[J].中国钼业, 2002, 26(3): 48–50. (ZHANG Pei-an. Technology of reducing the erosion line in Jingduicheng lixi tailings dam [J]. China Molybdenum Industry, 2002, 26(3): 48–50. (in Chinese))
    [8]
    钟建强. 三维CAD软件在管道设计中的应用[J].中国高新技术企业, 2009, 14: 51–52. (ZHONG Jian-qiang. 3D CAD software applications in the pipeline design [J]. China High Technology Enterprises,2009, 14: 51–52. (in Chinese))
    [9]
    安锐明. SolidWorks在管道设计中的应用[J]. CAD/CAM与制造业信息化, 2007, 1: 52–54. (AN Rui-ming. SolidWorks application in the pipeline design[J]. CAD/CAM Digital Manufacturing Industry, 2007, 1: 52–54. (in Chinese))
    [10]
    刘家仓. 三维管道设计系统的研究与开发[D]. 大连: 大连理工大学, 2005. (LIU Jia-cang. Research and development on 3D pipe design system[D]. Dalian: Dalian University of Technology, 2005. (in Chinese))
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