The Impact of the Degree of Aquifer Confinement and Anisotropy on Tidal Pulse Propagation
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- Peter S. K. Knappett
- Department of Geology & Geophysics Texas A & M University College Station TX 77840
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- Saddam Hossain
- Department of Geology Dhaka University Dhaka 1000 Bangladesh.
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- Alamgir Hosain
- Department of Geology Dhaka University Dhaka 1000 Bangladesh.
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- Kimberly Rhodes
- Water Management & Hydrologic Science Texas A & M University College Station TX 77843
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- Kazi Matin Ahmed
- Department of Geology Dhaka University Dhaka 1000 Bangladesh.
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- M. Bayani Cardenas
- Department of Geological Sciences The University of Texas at Austin Austin TX 78712
書誌事項
- 公開日
- 2017-03-08
- 権利情報
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- http://onlinelibrary.wiley.com/termsAndConditions#am
- http://onlinelibrary.wiley.com/termsAndConditions#vor
- DOI
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- 10.1111/gwat.12509
- 公開者
- Wiley
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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
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- Groundwater
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Groundwater 55 (4), 519-531, 2017-03-08
Wiley
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詳細情報 詳細情報について
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- CRID
- 1361699996423842944
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- ISSN
- 17456584
- 0017467X
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- Web Site
- https://api.wiley.com/onlinelibrary/tdm/v1/articles/10.1111%2Fgwat.12509
- https://onlinelibrary.wiley.com/doi/pdf/10.1111/gwat.12509
- https://onlinelibrary.wiley.com/doi/full-xml/10.1111/gwat.12509
- https://ngwa.onlinelibrary.wiley.com/doi/am-pdf/10.1111/gwat.12509
- https://ngwa.onlinelibrary.wiley.com/doi/pdf/10.1111/gwat.12509
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