The Impact of the Degree of Aquifer Confinement and Anisotropy on Tidal Pulse Propagation

DOI Web Site Web Site Web Site Web Site ほか1件をすべて表示 一部だけ表示 被引用文献1件

書誌事項

公開日
2017-03-08
権利情報
  • http://onlinelibrary.wiley.com/termsAndConditions#am
  • http://onlinelibrary.wiley.com/termsAndConditions#vor
DOI
  • 10.1111/gwat.12509
公開者
Wiley

この論文をさがす

説明

<jats:title>Abstract</jats:title> <jats:p> Oceanic tidal fluctuations which propagate long distances up coastal rivers can be exploited to constrain hydraulic properties of riverbank aquifers. These estimates, however, may be sensitive to degree of aquifer confinement and aquifer anisotropy. We analyzed the hydraulic properties of a tidally influenced aquifer along the Meghna River in Bangladesh using: (1) slug tests combined with drilling logs and surface resistivity to estimate Transmissivity (T); (2) a pumping test to estimate T and Storativity (S) and thus Aquifer Diffusivity ( <jats:styled-content style="fixed-case"> D <jats:sub>PT</jats:sub> </jats:styled-content> ); and (3) the observed reduction in the amplitude and velocity of a tidal pulse to calculate D using the Jacob‐Ferris analytical solution. Average Hydraulic Conductivity (K) and T estimated with slug tests and borehole lithology were 27.3 m/d and 564 m <jats:sup>2</jats:sup> /d, respectively. Values of T and S determined from the pumping test ranged from 400 to 500 m <jats:sup>2</jats:sup> /d and 1 to 5 × 10 <jats:sup>−4</jats:sup> , respectively with <jats:styled-content style="fixed-case"> D <jats:sub>PT</jats:sub> </jats:styled-content> ranging from 9 to 40 × 10 <jats:sup>5</jats:sup>  m <jats:sup>2</jats:sup> /d. In contrast, D estimated from the Jacob‐Ferris model ranged from 0.5 to 9 × 10 <jats:sup>4</jats:sup>  m <jats:sup>2</jats:sup> /d. We hypothesized this error resulted from deviations of the real aquifer conditions from those assumed by the Jacob‐Ferris model. Using a 2D numerical model tidal pulses were simulated across a range of conditions and D was calculated with the Jacob‐Ferris model. Moderately confined (K <jats:sub>top</jats:sub> /K <jats:sub>aquifer</jats:sub>  < 0.01) or anisotropic aquifers (K <jats:sub>x</jats:sub> /K <jats:sub>z</jats:sub>  > 10) yield D within a factor of 2 of the actual value. The order of magnitude difference in D between pumping test and Jacob‐Ferris model at our site argues for little confinement or anisotropy. </jats:p>

収録刊行物

  • Groundwater

    Groundwater 55 (4), 519-531, 2017-03-08

    Wiley

被引用文献 (1)*注記

もっと見る

問題の指摘

ページトップへ