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地表动态沉陷对废弃露天矿坑建设抽水蓄能电站的影响评价

Evaluation of the impact of surface dynamic subsidence on the construction of pumped storage hydropower plants in abandoned open-pit mines

  • 摘要: 地表动态沉陷是废弃矿山建设抽水蓄能电站亟待解决的关键科学问题之一。为探究地表动态沉陷对废弃露天矿坑抽水蓄能电站建设和运行期间稳定性的影响,以废弃海州露天矿为研究背景,揭示了露井联合开采地表沉陷机理和特征,建立了基于Knothe时间函数的地表动态沉陷预测模型;对海州露天矿区岩土体蠕变参数进行反演和敏感性分析,研究了露井联合开采不同时期地表沉陷规律;分析了2020—2120年抽水蓄能电站所在剖面沉陷灾害分布,最后对抽水蓄能电站建设和运营期间的稳定性进行了评价。研究结果表明:地表沉陷受煤层倾角、煤层埋深、开采厚度、边坡角度和采空区空间分布等因素影响,最大下沉值、影响范围和持续时间均大于单一的井工开采方式;综合考虑井工和露天开采相互影响的修正Knothe时间函数模型能更准确地预测地表动态沉陷;基于CVISC蠕变模型建立的露井联合开采三维数值计算模型,具有较好的适用性和准确性;上水库和抽水管路距影响区域的最小距离分别为254.9、15.1 m,半地面厂房位于采空区的影响范围内;注浆充填治理采空区能有效控制地表动态沉陷(平均减小85%下沉值),废弃海州露天矿坑建设抽水蓄能电站具有可行性。研究成果对于废弃露天矿区的地表动态沉陷可持续预测、地质灾害防治和剩余资源开发具有重要意义。

     

    Abstract: Surface dynamic subsidence is one of the key scientific issues that need to be solved urgently when constructing pumped storage hydropower plant in abandoned mines. In order to explore the impact of surface dynamic subsidence on the stability of pumped storage hydropower plant in abandoned open-pit mine during construction and operation, Haizhou abandoned open-pit mines were used as the research background, the mechanism and characteristics of surface subsidence affected by the combined underground and open-pit mining were revealed, and a surface dynamic prediction model was established based on Knothe time function. The creep parameters of rock and soil in the Haizhou open-pit mining area were inverted and sensitivity analyzed, and the surface subsidence laws in different periods of combined underground and open-pit mining were studied. The distribution of subsidence hazards in the area where the pumped storage power station is located from 2020 to 2120 is analyzed. Finally, the stability of the pumped storage hydropower plant during construction and operation was evaluated. Research indicates: The influencing factors of surface subsidence include coal seam inclination angle, coal seam burial depth, mining thickness, slope angle and goaf spatial distribution. The maximum subsidence value, influence range and duration are all greater than a single underground mining. The modified Knothe time function model that comprehensively considers the interaction between underground and open-pit mining can more accurately predict surface dynamic subsidence. The three-dimensional numerical calculation model of combined underground and open-pit mining based on the CVISC creep model has high applicability and accuracy. The minimum distances between the upper reservoir and pumping pipeline from the affected area are 254.9 m and 15.1 m respectively, and the semi-ground powerhouse is located within the affected area. The use of grouting filling to treat gobs can effectively control the impact of surface dynamic subsidence (reducing the subsidence value by 85% on average). It is feasible to build a pumped storage hydropower plant in an abandoned Haizhou open-pit mine. The research results are of great significance for sustainable prediction of surface dynamic subsidence, prevention and control of geological disasters, and development of remaining resources in abandoned open-pit mines.

     

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