...
首页> 外文期刊>Transport in Porous Media >Inverse Estimation of the Effective Diffusion of the Filter in the In Situ Diffusion and Retention (DR) Experiment
【24h】

Inverse Estimation of the Effective Diffusion of the Filter in the In Situ Diffusion and Retention (DR) Experiment

机译:在原位扩散和保留(DR)实验中过滤器有效扩散的逆估计

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

Porous filters are often used in laboratory and in situ diffusion and retention experiments. The proper interpretation of these experiments requires knowing the effective diffusion, D_e, of the filter which is commonly determined from laboratory diffusion experiments or estimated from the filter porosity. The D_e of the filter in the in situ experiment may differ from the D_e of the filter measured in the laboratory due to pore clogging. Here, we present an inverse method to estimate the D_e of the filter of in situ diffusion experiments. The method has been tested for several sampling schemes, numbers of synthetic data, N, and standard deviations of the noise, σ. It has been applied to the following tracers used in the in situ diffusion and retention (DR) experiment performed in the Opalinus clay at Mont Terri underground research laboratory: HTO/HDO, Br~-, I~-,~(22) Na+,~(133) Ba~(2+),~(85) Sr~(2+), Cs+/~(137)Cs~+, and ~(60)Co~(2+) The estimation error increases with the standard deviation of the noise of the data and decreases with the number of data. It is smallest for sorbing tracers. The D_e of the filter can be properly estimated from 12 data collected within the first 3 days forconservative tracers as long as σ ≤ 0.02 and for sorbing tracers as long as σ ≤ 0.05. The estimate of D_e for conservative tracers is poor when data are collected from a 10-day experiment with daily sampling. The convergence of the estimation algorithm for conservative tracers improves by starting with a value of the D_e smaller than the true value. The choice of the initial value of D_e does not affect the convergence of the estimation algorithm for sorbing tracers. Filter clogging and vertical flow though the filter can influence the tracer transport through the filter. The use of the D_e of the filter obtained from a laboratory test for the in situ experiment may result in large errors for strongly sorbing tracers. Such errors can be overcome by estimating the equivalent D_e of the filter with the proposed inverse method which will be useful for the design of in situ diffusion experiments.
机译:多孔过滤器通常用于实验室以及原位扩散和保留实验。对这些实验的正确解释需要知道过滤器的有效扩散D_e,通常由实验室扩散实验确定或由过滤器孔隙率估算。由于孔堵塞,原位实验中过滤器的D_e可能不同于实验室中测量的过滤器的D_e。在这里,我们提出了一种逆向方法来估计原位扩散实验的滤波器的D_e。该方法已针对多种采样方案,合成数据的数量N和噪声的标准偏差σ进行了测试。它已应用于以下示踪剂,用于在Mont Terri地下研究实验室的Opalinus粘土中进行的原位扩散和保留(DR)实验中:HTO / HDO,Br〜-,I〜-,〜(22)Na +, 〜(133)Ba〜(2 +),〜(85)Sr〜(2 +),Cs + /〜(137)Cs〜+和〜(60)Co〜(2+)估计误差随标准而增加数据噪声的偏差随数据数量的增加而减小。它是最小的吸附示踪剂。对于保守示踪剂,只要σ≤0.02,对于吸附示踪剂,只要σ≤0.05,就可以从前3天内收集的12个数据中正确估算过滤器的D_e。当从每天采样的10天实验中收集数据时,保守示踪剂的D_e估算值很低。通过从小于真实值的D_e值开始,改进了保守跟踪器的估计算法的收敛性。 D_e初始值的选择不会影响吸附示踪剂估算算法的收敛性。过滤器堵塞和通过过滤器的垂直流会影响示踪剂通过过滤器的传输。从实验室测试中获得的过滤器D_e用于原位实验可能会导致强吸收示踪剂的较大误差。可以通过使用提出的反演方法估计滤波器的等效D_e来克服此类误差,这将对原位扩散实验的设计很有用。

著录项

  • 来源
    《Transport in Porous Media》 |2012年第3期|p.415-429|共15页
  • 作者单位

    ETS Ingenieros de Caminos, Canales y Puertos, Universidad de A Coruna, Campus de Elvina,15192 A Coruna, Spain, Electric Power Design Institute, Guangzhou 510663, China, PKU Center for Water Research, Peking University, Beijing 100871, China;

    ETS Ingenieros de Caminos, Canales y Puertos, Universidad de A Coruna, Campus de Elvina,15192 A Coruna, Spain;

    ETS Ingenieros de Caminos, Canales y Puertos, Universidad de A Coruna, Campus de Elvina,15192 A Coruna, Spain;

    Institute of Environmental Assessment and Water Research (IDAEA-CSIC), Jordi Girona 18-26, 08034, Barcelona, Spain;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    in situ diffusion experiment; filter; inverse method; parameter identifiability;

    机译:原位扩散实验过滤;反方法参数可识别性;

相似文献

  • 外文文献
  • 中文文献
  • 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