首页> 外文期刊>Canadian Geotechnical Journal >MIGRATION OF LANDFILL LEACHATE INTO A SHALLOW CLAYEY TILL IN SOUTHERN NEW BRUNSWICK - A FIELD AND MODELLING INVESTIGATION
【24h】

MIGRATION OF LANDFILL LEACHATE INTO A SHALLOW CLAYEY TILL IN SOUTHERN NEW BRUNSWICK - A FIELD AND MODELLING INVESTIGATION

机译:兰德渗滤液迁移到新南布朗克南部的浅层黏土层-现场和模型研究

获取原文
获取原文并翻译 | 示例
           

摘要

The Fredericton Region Solid Waste Commission landfill site in southern New Brunswick is located on a Wisconsinan silty clay till deposit having a thickness of at least 10 m. Data from 36 existing wells, together with 9 wells constructed as part of this research, were used to establish hydrogeological conditions at the site. Near the landfilled wastes the most significant hydraulic gradients are vertically downward. To assess the extent of vertical leachate migration, continuous samples of the shallow till were obtained horn beneath the landfilled wastes and at selected locations not affected by landfilling. These samples were subsectioned, and extruded pore waters were analysed for nine leachate species. The field profiles for chloride and dissolved organic carbon were compared with simulated profiles generated using a fractured - porous media transport model. The results from this comparison indicated that the upper 4 m of the till can be adequately represented using an equivalent porous medium approach; this is a result of extensive fracturing of the till. In calibrating a one-dimensional porous media transport model to the observed chloride profile, values for the advective velocity (0.7 m/year) and dispersive parameters for these regionally important till deposits were obtained. Advection and mechanical dispersion are clearly more important than molecular diffusion, and thus for shallow depths the tills cannot be considered as diffusion barriers. The results of the modelling indicate that chloride migrated to a maximum depth of about 6 m during the 6 years since landfilling began. There is currently little information on the deeper (less than or equal to 5 m) tills, and thus it is not known if our findings can be extrapolated to greater depths. [References: 31]
机译:新不伦瑞克省南部的弗雷德里克顿地区固体废物委员会垃圾填埋场位于威斯康星州粉质粘土上,直到沉积物的厚度至少为10 m。来自36口现有井的数据以及作为该研究的一部分而建造的9口井被用于建立现场的水文地质条件。在垃圾填埋场附近,最大的水力梯度是垂直向下的。为了评估垂直渗滤液的迁移程度,在填埋废物下方和不受填埋影响的选定位置采集了连续的浅层样品。将这些样品切成小段,并分析挤压的孔隙水中的9种渗滤液。将氯离子和溶解的有机碳的场剖面与使用裂隙-多孔介质传输模型生成的模拟剖面进行了比较。比较的结果表明,使用等效的多孔介质方法可以充分代表耕层的上部4 m。这是耕till广泛压裂的结果。在将一维多孔介质传输模型校准为观测到的氯化物剖面时,获得了这些区域重要的沉积物的平流速度(0.7 m /年)和分散参数的值。对流和机械扩散显然比分子扩散更重要,因此对于较浅的深度,耕till不能视为扩散障碍。模拟结果表明,自填埋开始的6年中,氯化物迁移至最大深度约6 m。目前,在更深的深度(小于或等于5 m)耕层上几乎没有信息,因此不知道我们的发现是否可以推断到更大的深度。 [参考:31]

著录项

相似文献

  • 外文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号