摘要
为了研究土工膜下卧黏土衬垫中有机污染物的吸附与降解等反应参数随深度衰减特性对复合衬垫防污性能的影响,将反应参数的衰减用具体函数表示,通过拉氏变换得到了有机污染物在复合衬垫中的一维运移半解析解。通过现场试验数据验证了该半解析模型。无量纲分析结果表明,压实黏土衬垫CCL中参数衰减较快时(β=0.1),能使击穿时间缩短68%;当扩散和降解作用主导时(如Pe2≤1和Q≥10),衰减效应对通量和浓度影响能超过40%,但当对流作用占主导并且降解较弱时(如Pe2≥10和Q≤1),反应参数的衰减效应可以忽略。不考虑反应参数的衰减时,亲水性有机污染物和疏水性有机污染物的击穿浓度可分别低估近61%倍和37%。该解能更好地模拟现场监测数据,评估填埋场衬垫的有效性,可用于复合衬垫的设计和复杂数值模型的验证。
In order to investigate the influences of the attenuating characteristics of reaction parameters including adsorption and degradation in the clay liners under the geomembrane on the antifouling performances of composite liners,the attenuation of reaction parameters is expressed as a specific function.The one-dimensional semi-analytical solution for transport of organic contaminants in composite liners is obtained by the Laplace transformation.The semi-analytical model is validated through the field test data.The results of dimensionless analysis show that when the reaction parameters in CCL decrease rapidly with the increase of depth(e.g,b=0.1),the breakthrough time can be reduced by 68%.The bottom concentrations and fluxes can be reduced by 40%when the diffusion and degradation dominate transport of contaminants(e.g.,Pe2≤1 and Q≥10).The attenuation effects of the reaction parameters can be ignored when the advection is the dominant process(e.g.,Pe2≥10 and Q≤1).Without considering the attenuation of reaction parameters,the breakthrough concentration of hydrophilic organic contaminants and hydrophobic organic contaminants can be underestimated by 61%and 37%respectively.The field monitoring data can be better fitted by the proposed model,and it can be used to evaluate the effectiveness of landfill liners.It can also be used for the design of composite liners and the verification of complex numerical models.
作者
蔡佩孚
丁昊
杨旦荻
石阳辉
谢海建
金爱民
陈赟
CAI Peifu;DING Hao;YANG Dandi;SHI Yanghui;XIE Haijian;JIN Aimin;CHEN Yun(Ocean College,Zhejiang University,Zhoushan 316021,China;Center for Balance Architecture,Zhejiang University,Hangzhou 310028,China;The Architectural Design and Research Institute of Zhejiang University Co.,Ltd.,Hangzhou 310028,China)
出处
《岩土工程学报》
EI
CAS
CSCD
北大核心
2023年第8期1684-1692,共9页
Chinese Journal of Geotechnical Engineering
基金
国家重点研发计划课题(2018YFC1802303)
浙江省2022年度“尖兵”“领雁”研发攻关计划项目(2022C03051)
国家自然科学基金项目(41977223,41931289)
浙江省杰出青年科学基金项目(LR20E080002)。
关键词
填埋场
复合衬垫
有机污染物
衰减
降解
吸附
无量纲分析
landfill
composite liner
organic contaminant
attenuation
degradation
adsorption
dimensionless analysis