Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 41 Issue S1
Turn off MathJax
Article Contents
Abstract
References
WU Meng, CAI Guo-jun, LIU Song-yu, LI Xue-peng, WANG Shui, ZHONG Dao-xu, DAI Ji-qun. Review of membrane interface probe for in-situ investigation of volatile organic compounds-contaminated sites[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 29-32. DOI: 10.11779/CJGE2019S1008
Citation: WU Meng, CAI Guo-jun, LIU Song-yu, LI Xue-peng, WANG Shui, ZHONG Dao-xu, DAI Ji-qun. Review of membrane interface probe for in-situ investigation of volatile organic compounds-contaminated sites[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 29-32. DOI: 10.11779/CJGE2019S1008
shu

Review of membrane interface probe for in-situ investigation of volatile organic compounds-contaminated sites

  • 1. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China;
    2. Jiangsu Key Laboratory of Urban Underground Engineering and Environmental Safety, Nanjing 210096, China;
    3. Jiangsu Academy of Environmental Sciences, Nanjing 210036, China;
    4. Nanjing Hydraulic Research Institute, Nanjing 210029, China

More Information
  • Received Date: April 28, 2019
  • Published Date: July 14, 2019
    Graphical Abstract
    • Abstract
  • The membrane interface probe (MIP) is a technical device for in-situ investigation of volatile organic-contaminated sites in soil and groundwater. In recent years, it has been widely volatic organic compounds-contaminated sites. The structure of MIP, testing principle and matching gas chromatograph detector are introduced. The application cases of MIP in the investigation of contaminated sites in China and abroad are reviewed. The research results of foreign scholars on MIP testing accuracy are summarized. The analysis shows that the MIP in-situ test can comprehensively and realistically reveal the distribution of volatile organic compounds in contaminated sites, reduce the investigation cost of contaminated sites, and improve the investigation efficiency of contaminated sites. Through the combination with other in-situ test probes, the geotechnical characteristics of the contaminated sites can be evaluated at the same time, which provides basic geotechnical information for the implement of subsequent contaminated site treatment.
    • FullText(HTML)
    • References (17)
  • [1]
    黄文彦, 吴建辉, 黄于峰, 等. 污染场地地下环境调查方法的新思维[C]// 第一届海峡两岸土壤和地下水污染整治研讨会. 台北, 2002.
    (HUANG Wen-yan, WU Jian-hui, HUANG Yu-feng, et al.[C]// Proceedings First Cross-Strait Symposium on Soil and Groundwater Pollution Control. Taipei, 2002. (in Chinese))
    [2]
    COSTANZA J, PENNELL K D, ROSSABI J, et al.Effect of temperature and pressure on the MIP sample collection process[C]// Proceedings of the Third International Conference on Remediation of Chlorinated and Recalcitrant Compounds. Monterey CA, 2002: 367-372.
    [3]
    MCCALL W, NIELSEN D M, FARRINGTON S P, et al.Use of directpush technologies in environmental site characterization and ground-water monitoring[M]// Practical Handbook of Environmental Site Characterization and Ground-Water Monitoring. 2nd ed. Boca Raton: CRC Press, 2005: 355-482.
    [4]
    ASTMD7352-07 Standard practice for direct push technology for volatile contaminant logging with the membrane interface probe (MIP)[S]. 2012.
    [5]
    COSTANZA J, PENNELL K D, ROSSABI J, et al.Effect of temperature and pressure on the MIP sample collectionprocess[J]. Remediation of Chlorinated and Recalcitrant Compounds-2002: 1F-08.
    [6]
    ROGGE M, CHRISTY T M, DE Weirdt F.Site contamination fast delineation and screening using the membrane interface probe[M]// Field Screening Europe 2001. Dordrecht: Springer, 2002: 91-98.
    [7]
    LOOKMAN R, ROGGE M.Delineation of large soil pollutions with volatile compounds using probing techniques[C]// Proceedings of the 7th FZK/TNO Conference on Contaminated Soil 2000. Leipzig, 2000: 300-301.
    [8]
    朱煜. 薄膜界面探测器在污染场地调查中的应用实例探讨[J]. 城市道桥与防洪, 2015(6): 228-231.
    (ZHU Yu.Application of thin film interface detector in polluted site investigation[J]. Urban Road and Bridge and Flood Control, 2015(6): 228-231. (in Chinese))
    [9]
    孔祥科, 马骏, 韩占涛, 等. 直接推进技术在有机污染场地调查中的应用研究[J]. 水文地质工程地质, 2014(3): 115-119.
    (KONG Xiang-ke, MA Jun, HAN Zhan-tao, et al.Application of direct push technology in organic contamination site investigation[J]. Hydrogeology and Engineering Geology, 2014(3): 115-119. (in Chinese))
    [10]
    陈中轩, 来向华, 廖林燕, 等. 基于MIP-CPT 技术的海底浅层气探测方法——以东海舟山海域为例[J]. 石油学报, 2016, 37(2): 207-213, 229.(CHEN Zhong-xuan, LAI Xiang-hua, LIAO Lin-yan, et al. Submarine shallow gas detection method based on MIP-CPT technology——Taking Zhoushan sea area in the East China Sea as an example[J]. Journal of Petroleum, 2016, 37(2): 207-213, 229. (in Chinese))
    [11]
    MCANDREWS B, HEINZE K, DIGUISEPPI W.Defining TCE plume source areas using the membrane interface probe (MIP)[J]. Soil and Sediment Contamination, 2003, 12(6): 799-813.
    [12]
    BUMBERGER J, RADNY D, BERNDSEN A, et al.Carry‐over effects of the membrane interface probe[J]. Groundwater, 2012, 50(4): 578-584.
    [13]
    CHRISTY T M.A permeable membrane sensor for the detection of volatile compounds in soil[C]// Symposium on the Application of Geophysics to Engineering and Environmental Problems 1998. Chicago, 1998: 65-72.
    [14]
    EHLE N, NEUHAUS M.Standortuntersuchungmit Drucksondentechnik und Membrane Interface Probe[J]. Ein Fallbeispiel, TerraTech, 1998, 5(98): 36-39.
    [15]
    Geoprobe System. Membrane interface probe standard operation procedure[EB/OL].2007, https://geoprobe.com/ mip-membrane-interface-probe.
    [16]
    NEUHAUS M.In-situ investigation of contaminated soil and groundwater with MIPand ROSTtm—CPT[J]. Italian Journal of Engineering and Environment, Special, 2007(1): 59-63.
    [17]
    BRONDERS J, VAN KEER I, TOUCHANT K, et al.Application of the membrane interphase probe (MIP): an evaluation[J]. Journal of Soils and Sediments, 2009, 9(1): 74-82.
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views PDF downloads Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return