围隔污染场地淋洗修复的注抽水井优化布设研究

陈文浩; 许国辉; 张严严

doi:10.13205/j.hjgc.202011034

围隔污染场地淋洗修复的注抽水井优化布设研究

doi: 10.13205/j.hjgc.202011034

陈文浩^1,2,
许国辉^1,2, ,,
张严严^1,2

1. 中国海洋大学海洋环境与生态教育部重点实验室, 山东青岛 266100;
2. 山东省海洋环境地质工程重点实验室, 山东青岛 266100

基金项目:

国家自然科学基金项目（41576039）。

详细信息

作者简介:
陈文浩(1994-),男,硕士研究生,主要研究方向为污染场地修复。498405058@qq.com

通讯作者:
许国辉(1972-),男,教授,博士,主要研究方向为海洋环境地质、污染场地修复。xuguohui@ouc.edu.cn

计量
- 文章访问数: 133
- HTML全文浏览量: 14
- PDF下载量: 9
- 被引次数: 0
出版历程
- 收稿日期: 2019-10-13
- 网络出版日期: 2021-04-23
- 刊出日期: 2021-04-23

LAYOUT OPTIMIZATION OF PUMPING AND INJECTION WELLS FOR LEACHING RESTORATION IN ENCLOSED CONTAMINATED SITES

CHEN Wen-hao^1,2,
XU Guo-hui^{1,2
, ,},
ZHANG Yan-yan^1,2

1. Key Laboratory of Marine Environment and Ecology, Ministry of Education, Ocean University of China, Qingdao 266100, China;
2. Key Laboratory of Marine Environmental Geological Engineering, Shandong Provincial, Qingdao 266100, China

摘要

摘要: 为防止污染场地范围的扩大和污染地下水，可以采取工程措施将污染场地四周及下部进行围隔。对于围隔范围内的污染土，可以采用淋洗方法进行修复。以青岛汽轮机有限公司遗留的污染场地为例，利用Visual ModFlow模拟设计了对围隔场地污染淋洗修复的优化的注抽水井的布置及水力条件，通过对9组注抽井组合进行技术经济比较，得到最佳注抽井间距为27 m，最优注抽水量为200~300 m³，布置方式为"一注五抽"，并与异位处置方案进行经济对比，表明7000 m³的污染土为2种方案的费用界限，即7000 m³以上的土方考虑淋洗修复，反之则异位处置。
- 数值模拟 /
- 围隔 /
- 注抽水井 /
- 淋洗修复 /
- 污染场地
Abstract: In order to prevent the expansion of the contaminated sites and pollution of groundwater, engineering measures can be taken to enclose the contaminated site around and below. The contaminated soil within the enclosure can be repaired by leaching. Taking the contaminated site left by Qingdao Steam Turbine Co., Ltd. as an example, visual MODFLOW was used to simulate the layout and hydraulic conditions of the optimized water injection and pumping wells, for remediation of contaminated leaching in the enclosed site. Through the technical and economic comparison of 9 groups of injection and pumping well combinations, the optimal spacing of injection and pumping wells was 27 m, the optimal water injection and pumping capacity was 200~300 m³, and the arrangement mode was one injection-five pumping. The economic comparison with the ectopic disposal scheme showed that 7000 m³ contaminated soil was cost limit for the two schemes: the project with earthwork of 7000 m³ above should adopt leaching repair scheme, otherwise, the ectopic treatment method should be considered.
- numerical simulation /
- barricading /
- injection pumping well /
- leaching repair /
- contaminated site

HTML全文

参考文献(20)

陈梦熊. 中国水文地质工程地质事业的发展与成就:从事地质工作60年的回顾与思考[M].北京:地震出版社, 2003.

徐凤兰,叶丹,曹德福,等. 浅谈地下水污染及其防治[J].地下水,2005,27(1):50-51.

武晓峰,唐杰,藤间幸久. 土壤、地下水中有机污染物的就地处置[J].环境污染治理技术与设备.2000,1(4):46-51.

孟茹,罗林涛,刘云华,等. 工业废弃场地重金属污染修复技术研究进展[J]. 环境工程,2019,37(增刊):898-904,910.

庄志成,王宜志,王兰,等. 生物炭在挥发性有机物治理中的应用研究进展[J]. 环境工程,2019,37(增刊):486-490.

吴亮亮. 污染场地阻隔技术应用现状概述[C]//中国环境科学学会.2017中国环境科学学会科学与技术年会论文集(第二卷),2017:5.

SUTHAN S SUTHERSAN. Remediation engineering:design-concepts[M].New York:Lewis Publishers,1997:103-110.

BECKER D, BARBARA M, ROBERT G, et al. Reducing long-term remedial costs by transport modeling optimization[J]. Ground water, 2006, 44(6):864-875.

蒲敏.污染场地地下水抽出处理技术研究[J].环境工程,2017,35(4):6-10.

任增平.水力截获技术及其研究进展[J].水文地质工程地质,2001,21(6):73-77.

刘苑. 地下水污染区抽水井优化研究[D].北京:清华大学,2008.

张艳. 污染场地抽出-处理技术影响因素及优化方案研究[D].北京:中国地质大学,2010.

王恒宇.竖井淋洗修复污染地基的研究[D].杭州:浙江大,.2015.

宫志强,刘明柱,刘伟江,等.单井捕获地下水污染羽的优化方法[J].环境工程学报,2019,13(10):2468-2474.

HARBAUGH A W. Direct solution package based on alternating diagonal ordering for the U.S. Geological Survey modular finite-difference ground-water flow model[J]. Center for Integrated Data Analytics Wisconsin Science Center, 1995,10(2):72-83.

ZHENG C M, WANG P P. MT3DMS:a modular three-dimensional multispecies transport model for simulation of advection, dispersion, and chemical reactions of contaminants in groundwater systems; documentation and user's guide[J]. American Journal of Roentgenology, 1999, 169(4):1196-1197.

王庆良,冉兴龙.定水头注水引起的含水层水平运动和应变[J].地壳形变与地震,2001,21(4):26-32.

曹明超.土柱淋洗法修复铬污染土壤的水力梯度优化试验研究[D].青岛:中国海洋大学,2018.

张文静.垃圾渗滤液污染物在地下水环境中的自然衰减及含水层污染强化修复研究[D].长春:吉林大学,2007.

LI FENG, SHEN K X, LONG X L. Preparation and characterization of biochars from eichornia crassipes for cadmium removal in aqueous solutions[J].PLoS One,2016,11(2):e0148132.

施引文献

资源附件(0)

访问统计