用户名: 密码: 验证码:
基于数值模拟的某临河工业固体废物渣场地下水污染控制研究
详细信息    查看全文 | 推荐本文 |
  • 英文篇名:Research on groundwater pollution control of a riverside industrial solid waste slag field based on numerical simulation
  • 作者:肖再亮 ; 王飞 ; 洒永芳 ; 宋凯 ; 刘建
  • 英文作者:XIAO Zailiang;WANG Fei;SA Yongfang;SONG Kai;LIU Jian;Sichuan Environment and Engineering Appraisal Center;Faculty of Geosciences and Environmental Engineering,Southwest Jiaotong University;
  • 关键词:渣场 ; 地下水污染 ; 帷幕注浆 ; 水动力阻隔 ; 数值模拟 ; 临河工业固体废物渣场
  • 英文关键词:slag field;;groundwater pollution;;curtain grouting;;hydrodynamic barrier;;numerical simulation;;riverside industrial solid waste slag fileld
  • 中文刊名:XBSZ
  • 英文刊名:Journal of Water Resources and Water Engineering
  • 机构:四川省环境工程评估中心;西南交通大学地球科学与环境工程学院;
  • 出版日期:2019-04-15
  • 出版单位:水资源与水工程学报
  • 年:2019
  • 期:v.30;No.144
  • 基金:国家自然科学基金项目(41602241)
  • 语种:中文;
  • 页:XBSZ201902015
  • 页数:5
  • CN:02
  • ISSN:61-1413/TV
  • 分类号:98-102
摘要
简易渣场无规范环保措施,是地下水和土壤的重要污染源。针对简易渣场,以彻底清除污染源和重新规范渣场建设为优先方案,但确无条件实施上述方案时,一些地方也采用封场配套物理阻隔和抽出-处理等措施,最大程度控制和缓解渣场对周边地下水环境的影响。以某临河工业渣场为例,建立了就地封场、就地封场联合水动力阻隔、就地封场联合防渗帷幕及抽出-处理方案的Modflow模型,模拟了各方案的控制效果。结果表明:封场虽可较快恢复渣场区地下水质量,但并未从根本上消除污染物;封场基础上在临河侧设置抽水量170 m~3/d的水井1口亦有较好的控制效果,但存在运行管理困难的问题;封场基础上联合帷幕注浆及抽出-处理,相对有一定优势,但运行管理仍有一定难度。因此,若条件允许,最好的方案仍是彻底清除污染源或重新规范渣场建设。
        Simple slag without standardized environmental protection measures is an important source of groundwater and soil pollution. Completely removing pollution sources or re-regulating it is a priority plan. However,when unconditionally implementing the above schemes,some places also adopt measures such as physical barrier and extraction-treatment based on field sealing to minimize the impact of slag yards on groundwater environment. Taking a riverside industrial solid waste slag as an example,the Modflow models of in-situ closure,in-situ closure combined hydrodynamic barrier,in-situ closure combined seepage proof and extraction-treatment schemes were established. The numerical simulation results showed that: although the quality of groundwater around the slag would recover in a relatively short time,the pollutants can't be eliminated completely; a well with pumping capacity of 170 m~3/d based on in-situ closure also has good control effect,but it has some problems in operation and management; combining curtain grouting and pumping-treatment based on in-situ closure has some comparatively advantages,but the operation management is still difficult. Therefore,the best solution is to completely eliminate the source of pollution or re-regulate the slag,if conditions permit.
引文
[1]中华人民共和国环境保护部. 2014年全国大、中城市固体废物污染环境防治年报(节选)[J].再生资源与循环经济,2015,8(1):4-8.
    [2]李树恩,李向红,滕萍,等.甘肃电解铝厂大修槽废渣排放现状的调查研究[J].甘肃冶金,2001(2):28-30.
    [3]周凌云.强酸废水直排长江,酿南通特大环境污染案[J].绿色视野,2015(1):48-51.
    [4]刘波.德阳:面向17座矿渣山的环保之战[EB/OL].(2017-07-14)[2018-11-7] http://sichuan. scol.com. cn/dyxw/201707/55952180. html.
    [5]沈东升,何若,刘宏远.生活垃圾填埋生物处理技术[M].北京:化学工业出版社,2003.
    [6]陈忠荣,王翊虹,袁庆亮,等.北京地区垃圾填埋对地下水的污染及垃圾填埋场选址分区[J].城市地质,2006,1(1):29-33.
    [7]金卫忠.生活垃圾堆场整治及利用方案研究[D].上海:同济大学,2005.
    [8]詹良通,贾官伟,邓林恒,等.湿润气候区固废堆场封场土质覆盖层性状研究[J].岩土工程学报,2012,34(10):1812-1818.
    [9]郭敏丽,王金生,刘立才.非正规垃圾填埋场地下水污染控制技术比较[J].水资源保护,2009,25(4):28-30+36.
    [10] MACKAY D M,CHEYY J A. Groundwater contamination:pump-and-treat remediation[J]. Environtal Science and Technology,1989,23(6):630-636.
    [11]王燕.硝酸盐地下水污染数值模拟与抽出-处理技术抽水井优化研究[D].保定:河北农业大学,2014.
    [12]王颖.氯代有机物污染地下水修复的水力控制与数值模拟研究[D].北京:轻工业环境保护研究所,2012.
    [13]CHEN Zongyu,NIE Zhenlong,ZHANG Zhaoji,et al. Isotopes and sustainability of ground water resources,North China Plain[J]. Ground Water,2010,43(4):485-493.
    [14]LIU Jie,ZHENG Chunmiao,LI Zheng,et al. Ground water sustainability:methodology and application to North China Plian[J]. Ground Water,2008,46(6):897-909.
    [15]鞠晓明.地下水污染场地水力控制优化方案研究[D].北京:中国地质大学,2011.
    [16]ZHENG Chunmiao,WANG P P. A field demonstration of the simulation optimization approach for remediation system design[J]. Ground Water,2002,40(3):258-266.
    [17]LI Fawen,ZHU Jingzhao,DENG Xiyuan,et al. Assessment and uncertainty analysis of groundwater risk.[J].Environmental Research,2018,160:140-151.
    [18]中华人民共和国铁道部.铁路工程水文地质勘察规程:TB10049-2004[S].北京:中国铁道出版社,2004.

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700