首页 | 本学科首页   官方微博 | 高级检索  
     

COMPOSITE MODELING APPROACH AND EXPERIMENTAL STUDY FOR SUBSURFACE TRANSPORT OF CONTAMINANTS FROM LAND-DISPOSAL SITES
作者姓名:Wang Chao  Wang Pei-fang  Li Yong
作者单位:Wang Chao,Wang Pei-fang,Li Yong Department of Environmental Engineering,Hohai University,Nanjing 210098,China
摘    要:1 . INTRODUCTIONThecontaminationofsoiland groundwatersystemsandtheadverseeffectsofthecontamina tionoftheseresourceshavebecomeamatterofconsiderableconcern .Thetransportofcontami nantsinsoilandgroundwaterisacompositionofcomplexchemicalandhydraulicphenomena .Dur ingthepastdecadesmuchattentionhasbeengiventothetheoryandmodelingofcontaminanttrans portinsaturatedsoil (Davidetal.1996 ;Bouchard1988;Brusseauetal .1989) .Thisdevelopmenthasbeenacceleratedandincreasedduetothedifficultyandhighcostsof…


COMPOSITE MODELING APPROACH AND EXPERIMENTAL STUDY FOR SUBSURFACE TRANSPORT OF CONTAMINANTS FROM LAND-DISPOSAL SITES
Wang Chao,Wang Pei-fang,Li Yong.COMPOSITE MODELING APPROACH AND EXPERIMENTAL STUDY FOR SUBSURFACE TRANSPORT OF CONTAMINANTS FROM LAND-DISPOSAL SITES[J].Journal of Hydrodynamics,2003,15(4).
Authors:Wang Chao  WANG Pei-fang  Li Yong
Abstract:A composite modeling approach was presented for simulating the three-dimensional (3-D) subsurface transport of dissolved contaminants with transformation products. The approach was based on vertical infiltration and contaminant transport in the unsaturated zone and 3-D groundwater flow and contaminant migration in the saturated zone. Moisture movement and groundwater flow were considered to be steady, but contaminant transport was treated as continuous and transient. The transformed unsaturated zone and saturated zone transport equations were solved numerically with different techniques. The model contains a 3-D solution to flow and transport in the saturated zone, as well as two-dimensional solutions to vertical cross-sectional and areal scenarios. In order to verify the composite modeling, extensive experiments were conducted in two large-scale variable-slope soil tanks of 1200cm in length, 150cm in width and 150cm in height. Sand soil was filled in the tank as the porous media. The solutions of KBr or NH4C1 were introduced into each soil tank from 80×37cm2 area sources located on the top of the porous medium. Results from numerical simulations were compared with the data from tests. Predicted results are in good agreement with the experimental data.
Keywords:composite modeling  groundater flow  finite element model  experiment
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号