...
首页> 外文期刊>Water resources research >Tidal influence on seawater intrusion in unconfined coastal aquifers
【24h】

Tidal influence on seawater intrusion in unconfined coastal aquifers

机译:潮汐对无限制沿海含水层中海水入侵的影响

获取原文
获取原文并翻译 | 示例
           

摘要

Studies of seawater intrusion in unconfined coastal aquifers typically neglect oceanic oscillations such as tides and assume a static seaward boundary condition defined by the mean sea level. Laboratory experiments and numerical simulations were conducted to investigate the influence of tidal oscillations on the behavior of the saltwater wedge. For the conditions examined, the experiments showed that an upper saline plume formed in the intertidal zone due to tide-induced seawater circulation. The presence of the upper saline plume shifted the fresh groundwater discharge zone seaward to the low-tide mark and restricted the intrusion of the saltwater wedge. The overall seawater intrusion extent, as indicated by the wedge toe location, was reduced significantly compared with the nontidal (static) case. Results from the numerical model matched these experimental observations and further demonstrated the similar type of tidal influence on the saltwater wedge in a field-scale aquifer system. The Glover (1959) solution for predicting the saltwater wedge was modified to account for the tidal effect by including the tide-induced circulation as a "recharge" to the aquifer. The findings highlight the significant impact of the tide in modulating the groundwater behavior and salt-freshwater dynamics, not only within but also landward of the intertidal zone.
机译:对无限制沿海含水层中海水入侵的研究通常忽略了诸如潮汐之类的海洋振荡,并假定了由平均海平面确定的静态的向海边界条件。进行了实验室实验和数值模拟,以研究潮汐振荡对盐水楔形行为的影响。对于所检查的条件,实验表明,由于潮汐引起的海水循环,在潮间带形成了上部盐流。上部盐水羽流的存在将新鲜的地下水排放区向海移至低潮处,并限制了盐水楔的侵入。与非潮汐(静态)情况相比,楔形脚趾位置指示的总体海水入侵程度显着降低。数值模型的结果与这些实验观察结果相吻合,并进一步证明了潮汐对田间规模含水层系统中咸水楔的影响类型相似。修改了用于预测咸水楔形的Glover(1959)解决方案,通过将潮汐引起的环流作为含水层的“补给”,以解决潮汐效应。这些发现突出表明,潮汐不仅在潮间带内,而且在潮间带内对调节地下水行为和盐-淡水动力学都具有重大影响。

著录项

  • 来源
    《Water resources research》 |2012年第2期|p.W02502.1-W02502.11|共11页
  • 作者单位

    National Centre for Groundwater Research and Training, School of Civil Engineering, University of Queensland, St. Lucia, Qld 4072, Australia,Faculty of Civil Engineering, Universiti Teknologi MARA, Selangor, Malaysia.;

    State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai University, 1 Xikang Rd., Nanjing, China;

    National Centre for Groundwater Research and Training, School of Civil Engineering, University of Queensland, St. Lucia, Qld 4072, Australia;

    Department of Civil and Environmental Engineering, University of Western Ontario, London, ON N6A5B9, Canada;

    School of Civil Engineering, University of Queensland, St. Lucia, Qld 4072, Australia;

    National Centre for Groundwater Research and Training, School of Civil Engineering, University of Queensland, St. Lucia, Qld 4072, Australia,State Key Laboratory of Hydrology, Water Resources and Hydraulic Engineering, Hohai University, 1 Xikang Rd., Nanjing, China;

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

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