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基于FEFLOW的高尔夫球场地下水污染风险预测研究与效果评估
引用本文:高月香,沈欢,张毅敏,等.基于FEFLOW的高尔夫球场地下水污染风险预测研究与效果评估[J].水利水电技术,2018,49(11):144-150.
作者姓名:高月香  沈欢  张毅敏  
作者单位:1. 环境保护部南京环境科学研究所,江苏 南京 210042; 2. 河海大学 地球科学与工程学院,江苏 南京 211100
基金项目:全国地下水基础环境状况调查评估“高尔夫球场对地下水污染调查评估专题”(GXTC-CZ-1101); 中央级公益性科研院所基本科研业务专项“长江经济带突发事故环境风险分级与防控对策研究”(GYZX170104)
摘    要:针对日益严重的高尔夫球场地下水污染问题,以高尔夫球场的地下水污染防渗和保障城市供水安全为目标,为了预测高尔夫球场的地下水污染风险和探究其防渗方法,以北方某高尔夫球场为例,通过分析研究区概况,基于FEFLOW建立了地下水流和溶质运移模型,采用数值分析方法,预测球场污水处理设施失效时的地下水污染风险,并评估防渗效果。结果表明:在污水处理设施失效100 d时,锰扩散最远距离为112. 45 m,六六六扩散最远距离为48. 50 m,短期内扩散较快,对下游居民区产生威胁;防渗措施应用后100 d时,污染物扩散最远距离约为50. 2 m;应用1 000 d时,污染物扩散最远距离约为54. 8 m,扩散范围变化不大且控制在球场范围内,防渗效果良好。该数值分析方法很好的预测了污染物在有无防渗两种工况下的迁移情况,通过设置防渗层和防渗帷幕有效阻滞了污染物迁移,研究成果对高尔夫球场的地下水污染控制具有一定的借鉴意义。

关 键 词:高尔夫球场  地下水污染防渗  FEFLOW  风险预测  效果评估  地下水资源保护  水环境与水生态保护  面源污染治理  
收稿时间:2018-09-28

Groundwater pollution risk prediction research and effect evaluation of golf course based on FEFLOW
GAO Yuexiang,SHEN Huan,ZHANG Yimin,et al.Groundwater pollution risk prediction research and effect evaluation of golf course based on FEFLOW[J].Water Resources and Hydropower Engineering,2018,49(11):144-150.
Authors:GAO Yuexiang  SHEN Huan  ZHANG Yimin  
Affiliation:1. Nanjing Institute of Environmental Sciences,Ministry of Environmental Protection,Nanjing 210042,Jiangsu,China; 2. School of Earth Science and Engineering,Hohai University,Nanjing 211100,Jiangsu,China
Abstract:In view of the increasingly serious problem of groundwater pollution in golf courses,the groundwater pollution prevention and safety of urban golf courses are the research objectives. Taking a golf course in the north as an example to predict the risk of groundwater pollution on golf courses and explore their anti-seepage methods,the groundwater flow model and solute transport model were established based on FEFLOW by analyzing the general situation of the research area. The numerical analysis method was used to evaluate the groundwater pollution risk and anti-seepage effect when the stadium sewage treatment facility failed. The results show that when the sewage treatment facility fails for 100 days,the maximum diffusion distance of Mn is 112. 45 m,and the longest diffusion distance of BHC is 48. 50 m. It spreads rapidly in the short term and poses a threat to the downstream residential area. When the anti-seepage measures are applied for 100 days. The maximum diffusion distance of pollutant is about 50. 2 m; when it is applied for 1 000 days,the maximum diffusion distance of pollutant is about 54. 8 m,the diffusion range does not change much and is controlled within the course of the golf course,and the anti-seepage effect is good. The numerical analysis method predicts the migration of pollutants under the two conditions of anti-seepage well. The anti-seepage layer and the anti-seepage curtain effectively block the migration of pollutants. The research results have certain reference significance for the groundwater pollution prevention of golf courses.
Keywords:Golf course  groundwater pollution prevention  FEFLOW  risk prediction  effect evaluation  groudwater resources protection  water environment and ecology protection  non-point source pollution control  
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