【24h】

In-Situ Diffusion Experiment In Sparsely Fractured Granite

机译:稀疏破碎花岗岩的原位扩散实验

获取原文
获取原文并翻译 | 示例

摘要

The in-situ diffusion experiment was conducted at AECL's Underground Research Laboratory (URL) to improve the understanding of diffusive solute transport in sparsely fractured or intact granitic rock (SFR). The experimental program used a comparative series of laboratory and in-situ field experiments to evaluate the ability of laboratory measurements to estimate in-situ rock properties and to explore issues surrounding the influence of stress relaxation, rock texture, porosity, pore geometry, and anisotropy on derived effective diffusion coefficients (D_e). In-situ experiments yielded iodide D_e between 1.4 x 10~(-13) and 1.1 x 10~(-12) m~2/s. Unlike laboratory results, the in-situ D_e estimates did not exhibit correlation with sample depth or varied stress regime. Laboratory-derived measurements of D_e, porosity and permeability were found to systematically increase for samples removed from greater depths and higher stress regimes. Laboratory-derived iodide D_e values consistently trended higher than in-situ values by a factor of 1 to 15, except on the shallowest 240-m Level (σ_1 ≈ 30 MPa) where differences were negligible. Laboratory-derived estimates of permeability were consistently higher than in-situ derived values by a factor of 2 to 100. This experimental program provides evidence that laboratory steady-state diffusion experiments are most likely to yield conservative values of D_e for simulation of diffusive mass transport in SFR.
机译:在AECL的地下研究实验室(URL)进行了原位扩散实验,以增进对稀疏破裂或完整花岗岩岩(SFR)中扩散溶质运移的了解。该实验程序使用一系列比较的实验室和原位野外实验来评估实验室测量的能力,以评估原位岩石特性,并探索应力松弛,岩石质地,孔隙度,孔隙几何形状和各向异性等影响因素关于导出的有效扩散系数(D_e)。原位实验产生的碘化物D_e在1.4 x 10〜(-13)和1.1 x 10〜(-12)m〜2 / s之间。与实验室结果不同,原位D_e估计值与样品深度或变化的应力状态不相关。对于从更深的深度和更高的应力状态中取出的样品,发现实验室得出的D_e,孔隙率和渗透率的测量值会系统地增加。实验室得出的碘化物D_e值始终比原位值高1到15倍,但最浅的240 m水平(σ_1≈30 MPa)可以忽略不计。实验室得出的渗透率估算值始终比原位推导值高2到100倍。该实验程序提供了证据,表明实验室稳态扩散实验最有可能产生D_e的保守值,用于模拟扩散质量传递在SFR中。

著录项

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