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渣场的一种新渗流排防体系研究

Study of a new drainage and prevention of permeance system of industrial residue deposit
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摘要 通过对多个磷石膏渣场工程资料的理论分析,提出了一个新的渣场防渗排渗设计方案。该方案不同于常规方案之处是在磷石膏渣场下游的底部设置了排渗棱体,改善了磷石膏底部的排水条件,使磷石膏渣场的浸润线大幅下降。新方案不仅提高了磷石膏渣坝的安全性,还大幅度降低了渣场的运行费用,并在实际工程中得到了应用,取得了良好的效果。它不仅为磷石膏渣场的防渗排渗设计提供了切实有效的理论依据,而且对其他利用尾矿筑坝的渣场的防渗排渗设计有着重要的指导意义。 From the theoretical analyses of data in several practical projects of gypsum stacks, a new disposal scheme for drainage and anti-permeance system of tailings dam is proposed. By setting a drainage layer under the gypsum stack, it differs from traditional drainage plans so that it can improve the drainage efficiency at the bottom of the stack and depress saturation line level. The new scheme not only improves the security of the gypsum stack, but also reduces its running cost. Furthermore, it has been put into practice in several tailings dam projects and has achieved outstanding effect. It not only provides an efficient theoretical foundation for the design of gypsum stack, but also gives important guidance for the anti-permeance design of other kinds of industrial residue deposit.
出处 《岩土力学》 EI CAS CSCD 北大核心 2007年第5期976-980,共5页 Rock and Soil Mechanics
关键词 防排体系 浸润面 排渗棱体 磷石膏渣场 渗流场 drainage and anti-permeance system water saturation surface drainage body gypsum stack seepage field
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  • 1吴少鹏,沈卫国,周明凯,赵青林.磷石膏粉煤灰石灰固结材料的研究[J].中国公路学报,2001,14(z1):13-15. 被引量:18
  • 2孙希乐.治理尾矿坝渗流 降低坝体浸润线实践[J].有色矿山,1994,23(3):57-60. 被引量:8
  • 3杨四海.贮灰场灰坝浸润线控制[J].东北水利水电,1995,13(4):7-11. 被引量:5
  • 4凤家骥.连续级配理论在混凝土面板堆石坝坝料中的应用.混凝土面板堆石坝会议论文集[M].南京:河海大学出版社,1990..
  • 5宛莲菊 李振栓 武胜忠.工程渗流力学及应用[M].北京:中国建材工业出版社,2001..
  • 6Babaeyan - Koopaei K, Valentine E M, Ervine D A. Case study on hydraulic performance of hrent reservoir siphon spillway[J]. Journal of Hydraulic Engineering, 2002,128(6) :562-567.
  • 7Me Dermott R K, Sibley J M. Aznalcollar railings dam acci-dent - a case study[J] .Mineral Resources Engineering,2000,9(1): 101 - 118.
  • 8Kemper T, Sommer S. Estimate of heavy metal contamination in soils after a mining accident using reflectance spectroscopy[J] .Environmental Science and Technology,2002,36(12) : 2742 - 2747.
  • 9Blight G E. Destructive mudflows as a consequence of tailings dyke failures[J] .Proceedings of the Institution of Civil Engineers Geotechnical Engineering, 1997, 125(1) :9 - 18.
  • 10Chandler R J,Tosatti G. Stava railings dams failure, Italy, July 1985[J] .Proceedings of the Institution of Civil Enoneers Geotechnical Engineering, 1995,113(2) : 67 - 79.

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