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地球学报  2006 

包气带粘性土层的防污性能试验研究及其对地下水脆弱性评价的影响

DOI: 10.3975/cagsb.2006.04.10

Keywords: 包气带粘性土层,防污性能,地下水脆弱性评价,有效阻隔层足额厚度

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Abstract:

大量文献资料分析表明,平原地区地下水脆弱性主控因素为地下水位埋深、包气带土层及其特征,而包气带粘性土层的截污性能及其厚度则又是脆弱性主要的影响因子。试验研究结果显示,粘性土的截污容量大小可以通过模拟淋滤实验测试得出,有效阻隔足额厚度也可计算得出。根据不同粘性土层的截污容量、有效阻隔厚度等,可以评判土层的污染防护能力,并可据此评价平原区地下水的脆弱性。

References

[1]  刘长礼;张云.上海浦东表层粘性土对城市垃圾污染质的阻隔能力[J].地球学报,2001(04)
[2]  Liu Changli;Wang Xiuyan,Pollution-Resisting capcity and significance of cohesive soil padding of municipal refuse sanitary landfill,Geological Comments,2000(01).
[3]  张丽君,地下水脆弱性评价与编图,国外地质科技,1998(01).
[4]  刘长礼;张云,垃圾卫生填埋处置的理论方法及工程技术,北京:地质出版社,1999.
[5]  hong Zuoxin,Approaches discussion for Assessment of groudwater vulnerability,Forword edge of geoscience,2005(zk).
[6]  ang Xiuyan;Liu Changli,A New light of Seepage essence rule of pore water in cohesive soil,Journal of the Earth,2003(07).
[7]  Vierhuff H,Classification of groundwater resources for regional planning with redard to their vulnerability to pollution,.
[8]  Ibe K M Assessment of groud water vulnerability abd its application to the development of protection strategy for the water supply aquifer in Owerri,southeastern Nigeria [J] 2001(3) doi:10.1023/A:1006358030562
[9]  Qing Yang,Assessment of groud water vulnerability-DRASTIC indicator system,Hydrogeology and Engineering Geology,1999(02).
[10]  Lobo-Ferreira J P;Costa-Cabral M,Proposal for an operationl definition of vulnerability for the Euroean community stlas of groundwater resources,1991.
[11]  Zhang LiJun,Assessment and Mapping of groudwater vulnerability,Foreign Geological Tecnology,1998(01).
[12]  Liu Changli;Zhang Yun,Groundwater Pollution caused by a waste landfil in BeiJing,Journal of the Earth,2003(01).
[13]  杨庆,地下水易污性评价方法--DRASTIC指标体系,水文地质工程地质,1999(02).
[14]  《工程地质》编写委员会,工程地质手册,北京:中国建筑工业出版社,1992.
[15]  刘长礼;张云.北京某垃圾处置场对地下水的污染[J].地球学报,2003(01)
[16]  刘长礼;王秀艳.城市垃圾卫生填埋场粘性土衬垫截污容量及研究意义[J].地质论评,2000(01)
[17]  Liu Changli;Zhang Yun,theories、methods and engineering technology of refuse sanitary landfill disposition,北京:地质出版社,1999.
[18]  Liu Changli,Obstraction of surface layer cohesive soil to municipal refuse pollutants in Pudong Shanghai,Journal of the Earth,2001(04).
[19]  钟佐燊.地下水防污性能评价方法探讨[J].地学前缘,2005(zk)
[20]  王秀艳;刘长礼.对粘性土孔隙水渗流规律本质的新认识[J].地球学报,2003(07)
[21]  王秀艳;刘长礼;张云.废物处置场地下水污染地质控制方法新探索[J].农业环境科学学报,2004(06)
[22]  Wang Xiuyan;Liu Changli;Zhang Yun,New discussion of geological controling to groundwater pollution in waste disposition,Journal of science of agricultural environment,2004(06).
[23]  Yang Xiaoting;Wang Wenke,Approaches discussion for Assessment of groudwater vulnerability in Guanzhong basin,Journal of Xian engineering Institute,2001(02).
[24]  Rupert M G,Calibration of the DRASTIC gound water vulnerability mapping method,GROUND WATER,2001(04).
[25]  Secunda S,Grond water vulnerability assessment using a composite model combining DRASTIC with extensive agricultural land use in Israel\'s Saron region,Journal of Eviron Management,1998.
[26]  Jaroslav Vrba;Axlexander Japorozec,The guide Book on Mapping Groundwater Vulnerability,IAH16,1994.
[27]  Editorial committee of engineering geology,Engineering geology handbook,北京:中国建筑工业出版社,1992.
[28]  Aller L,DRASTIC:A standardized system for evaluating groundwater potaintial using hydrogeological settings.Environmental Reseach Laboratory,US Environmental protection Agency,Ada Oklahoma,EPA/600/2~85/018,1987.

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