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填埋场导排层最大渗滤液深度影响参数显著性分析
引用本文:刘金龙,秦卫星,徐瑞麟,胡惠仁,刘泽辰,邓传雄.填埋场导排层最大渗滤液深度影响参数显著性分析[J].吉首大学学报(自然科学版),2022,43(3):66-71.
作者姓名:刘金龙  秦卫星  徐瑞麟  胡惠仁  刘泽辰  邓传雄
作者单位:(1.长沙理工大学水利与环境工程学院,湖南 长沙 410114;2.水沙科学与水灾害防治湖南省重点实验室,湖南 长沙 410114;3.长沙理工大学国际工学院,湖南 长沙 410114;4.长沙理工大学交通运输工程学院,湖南 长沙 410114)
基金项目:国家自然科学基金资助项目(51208062,51508039);湖南省交通科技计划资助项目(201140);国家级大学生创新创业训练计划项目(2021105360020)
摘    要:为确定填埋场导排层最大渗滤液深度及各影响因素的显著性,首先基于扩展Dupuit假定推导了导排层渗滤液深度解析解,分析了不同渗滤液入渗强度情况下导排层渗滤液深度分布规律;其次将导排层渗滤液入渗强度、渗透系数、水平排水距离、坡度以及排水盲沟处水头5个主要参数采用正交试验分析法水平组合,通过方差分析对比了各参数对最大渗滤液深度的影响程度.研究结果表明:(1)推求的渗滤液深度解析解考虑了排水盲沟的实际水力状态,准确描述了渗滤液深度沿程分布特征;(2)渗滤液入渗强度和水平排水距离对导排层最大渗滤液深度具有显著性影响.研究成果可为填埋场导排层设计参数优化和预防渗滤液水位过高导致的填埋场失稳破坏提供技术支持.

关 键 词:填埋场  导排层  最大渗滤液深度  影响参数  方差分析  

Significance Analysis of the Influencing Parameters of Maximum Leachate Depth in Landfill Drainage Layer
LIU Jinlong,QIN Weixing,XU Ruilin,HU Huiren,LIU Zechen,DENG Chuanxiong.Significance Analysis of the Influencing Parameters of Maximum Leachate Depth in Landfill Drainage Layer[J].Journal of Jishou University(Natural Science Edition),2022,43(3):66-71.
Authors:LIU Jinlong  QIN Weixing  XU Ruilin  HU Huiren  LIU Zechen  DENG Chuanxiong
Institution:(1.School of Hydraulic and Environmental Engineering,Changsha University of Science & Technology,Changsha 410114, China;2.Key Laboratory of Water-Sediment Sciences and Water Disaster Prevention of Hunan Province,Changsha 410114, China;3.International Institute of Technology,Changsha University of Science & Technology,Changsha 410114, China;4.School of Transportation Engineering,Changsha University of Science & Technology,Changsha 410114,Hunan China)
Abstract:In order to predict the maximum leachate depth in landfill drainage layer and determine the significance of its influening parameters,the following research work is carried out.Firstly,an analytical solution to leachate depth along drainage layer is obtained during leachate infiltration based on the extended Dupuit assumption;the distribution law of leachate depth along drainage layer is analyzed with different leachate infiltration intensity.Then,orthogonal design method is used for comparing the effectiveness of the five main parameters influencing maximum leachate depth,which are leachate infiltration intensity,permeability coefficient,horizontal drainage distance,layout slope as well as water head at the drainage blind ditch ,and the most influential parameters for changing maximum leachate depth are obtained.The variance analysis gives the degrees of impact for each parameter on the maximum leachate depth.The results show that:(1) the analytical solution of leachate depth obtained above considers the actual hydraulic state of the drainage blind ditch in the drainage layer more reasonably,and the distribution characteristics of leachate depth are accurately described;(2) leachate infiltration intensity and horizontal drainage distance have significant impact on the maximum leachate depth in the landfill drainage layer.The findings will facilitate the optimization of design parameters of landfill drainage layer and the prevention of landfill instability caused by high leachate depth.
Keywords:landfill  drainage layer  maximum leachate depth  influencing parameters  variance analysis  
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