陈铭, 尹洪峰. 2016: 某电厂氯化物在地下水中迁移规律研究. 工程地质学报, 24(s1): 47-53. DOI: 10.13544/j.cnki.jeg.2016.s1.007
    引用本文: 陈铭, 尹洪峰. 2016: 某电厂氯化物在地下水中迁移规律研究. 工程地质学报, 24(s1): 47-53. DOI: 10.13544/j.cnki.jeg.2016.s1.007
    CHEN Ming, YIN Hongfeng. 2016: STUDY ON THE MIGRATION PATTERNS OF CHLORIDE IN GROUNDWATER OF A POWER PLANT. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 47-53. DOI: 10.13544/j.cnki.jeg.2016.s1.007
    Citation: CHEN Ming, YIN Hongfeng. 2016: STUDY ON THE MIGRATION PATTERNS OF CHLORIDE IN GROUNDWATER OF A POWER PLANT. JOURNAL OF ENGINEERING GEOLOGY, 24(s1): 47-53. DOI: 10.13544/j.cnki.jeg.2016.s1.007

    某电厂氯化物在地下水中迁移规律研究

    STUDY ON THE MIGRATION PATTERNS OF CHLORIDE IN GROUNDWATER OF A POWER PLANT

    • 摘要: 为了研究污染物在地下水中的迁移规律,本文以某电厂地下水中氯化物作为预测因子进行数值模拟。对研究区含水层物质组成、边界条件、初始条件及源汇项等做简化,采用GMS软件建立水文地质模型,在简化的水文地质模型的基础上开展地下水中污染物迁移规律研究。研究结果表明:在污染物排放规律简化为连续恒定排放的点源工况下,(1)污染物平面迁移范围以泄漏点为中心呈椭圆形扩散,污染晕长轴为地下水流动方向;(2)污染物最大迁移距离及污染影响范围均随时间不断增加,但是变化速率不断降低;(3)距离污染源较近的位置,污染物浓度随时间不断增加,但是浓度变化速率逐渐降低;距离污染源较远的位置,污染物浓度随时间不断增加,初期浓度变化速率随时间不断增加,后期浓度变化速率随时间逐渐降低。

       

      Abstract: in order to study the migration patterns of pollutants in groundwater, this article conduct numerical simulation by taking the chloride in groundwater of a power plant as the predictor. Generalize the aquifer material composition, boundary conditions, initial conditions and source sink term of the study area, establish the hydrogeological model by GMS software, syudy migration patterns of pollutants in groundwater on the simplified hydrogeological model. Research results show that: under the condition that under the condition that contaminant discharge is simplified as a constant point source,(1) Plane migration of pollutant elliptical diffusion with the leak point as center, the long axis of pollution is the direction of groundwater flow.(2) the maximum migration distance and the pollution influence range of the pollutants both increase with time, but the rate of change continues to decrease.(3) Near the location of pollution sources, concentration of pollutants increased with time, but the concentration change rate gradually decreased. Far away from the source of pollution, concentration of pollutants increased with time, the initial concentration change rate increased with time, in the late stage, the concentration change rate decreased gradually with time.

       

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