Hydrogeology Journal

, Volume 12, Issue 4, pp 408–423 | Cite as

Determination of aquifer roof extending under the sea from variable-density flow modelling of groundwater response to tidal loading: case study of the Jahe River Basin, Shandong Province, China

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Abstract

The main task of studies on salt-water intrusion into coastal confined aquifers is to predict the position of the fresh- salt-water interface, which can be determined from the length of the aquifer roof extending under the sea. Records of groundwater level affected by tides can be used to infer hydrological conditions and determine hydraulic parameters of an aquifer extending under the sea. In this paper, a three-dimensional, variable-density groundwater flow model has been developed to determine the equivalent roof length of an aquifer extending under the sea from the tidal-effected data of groundwater level in the Jahe River Basin, Shandong Province, China. The seaward boundary is obtained by converging hydraulic head fluctuations observed in drill holes with calculated values, and the aquifer parameters in the extending zone are estimated. The impacts of aquifer roof length and aquifer parameters on the fluctuation of tidal groundwater are studied. It is concluded that the length of the aquifer roof extending under the sea should correspond with certain aquifer parameters in the extrapolation zone. Therefore, the seaward boundary determined from tidal-effect information is the equivalent boundary in hydrodynamic characteristics rather than the true boundary of the confined aquifer

Keywords

Tidal-effect Seaward boundary Variable-density Numerical modelling 

Résumé

Les sujets principaux des études d’instrusion saline dans les aquifères confinés en zone côtière sont la prédiction de la position de l’interface entre l’eau salée et l’eau fraîche, qui peut être déterminée à partir de l’extention du toit de l’aquifère sous la mer. Les enregistrements des niveaux des eaux souterraines influencés par les marées peuvent être utilisés pour préciser les conditions hydrologiques et déterminer les paramètres hydrauliques d’un aquifère possédant une extension sous la mer. Dans cet article, un modèle tridimensionnel comprenant des eaux souterraines de densité variable a été développé pour déterminer la longueur équivalente du toit d’un aquifère qui s’étend sous la mer à partir des données concernant les effets de marée sur les eaux souterraines dans le bassin de la rivière Jahe, dans la province de Shandong, Chine. La limite de salinité est déterminée en faisant converger les fluctuations des hauteurs piézométriques avec les valeurs calculées, et les paramètres de l’aquifère sont estimés dans la zone s’étendant sous la mer. L’incidence de la longueur de l’aquifère sous la mer sur les fluctuations des niveaux est étudiée. On en conclut que la longueur du toit de l’aquifère sous la mer peut correspondre à certains aquifères paramètres dans la zone d’extrapolation. Par conséquent, la limite de salinité déterminée à partir des effets de marée est l’équivalent d’une limite hydrodynamique plutôt que la véritable limite de l’aquifère.

Resumen

El principal objetivo de los estudios sobre intrusiones de agua salada en acuíferos costeros confinados es predecir la posición de la interfase agua dulce-agua salada, la cual puede determinarse a partir de la longitud del techo del acuífero que se extiende por debajo del mar. Los registros de niveles de agua subterránea afectados por las mareas puede utilizarse para inferir las condiciones hidrológicas y determinar los parámetros hidráulicos de un acuífero que se extiende por debajo del mar. En este artículo se ha desarrollado un modelo de flujo tri-dimensional de agua subterránea de densidad variable para determinar la longitud del techo equivalente de un acuífero que se extiende por debajo del mar a partir de datos, afectados por la marea, de niveles de agua subterránea en la Cuenca del Río Jahe, Provincia Shandong, China. El límite hacia el océano se obtiene por convergencia de fluctuaciones de presiones hidráulicas observadas en pozos con valores calculados, y se estiman los parámetros del acuífero en la zona extendida. Se estudian los impactos de la longitud del techo del acuífero y los parámetros del acuífero en la fluctuación del agua subterránea afectada por las mareas. Se concluye que la longitud del techo del acuífero que se extiende por debajo del mar debería corresponder con ciertos parámetros del acuífero en la zona de extrapolación. Por lo tanto, el límite hacia el océano determinado a partir de información de efectos de marea es el límite equivalente en características hidrodinámicas más que el límite real del acuífero confinado.

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Notes

Acknowledgements

The study is partially supported by National Science Foundation of China (No. 40172085 and No. 40202024). We would like to acknowledge The Third Geology Pioneer of Shandong Province for providing geological data. We thank Managing Editor Perry G. Olcott who edited the original manuscript and patiently help us with the English. We also thank Dr. Jiu Jimmy Jiao, Professor Xinong Xie, and two other reviewers of the original manuscript whose constructive suggestions led to a significant improvement of the manuscript. We thank Ms. Christine Wastson for her kindness in giving us the chance to submit the final manuscript. Thanks are also given to Ms. Ni Jia, Mr. Guiming Sun and Professor Zhihua Chen for their guidance and support.

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Copyright information

© Springer-Verlag 2004

Authors and Affiliations

  1. 1.Institute of Environmental GeologyChina University of GeosciencesWuhanChina
  2. 2.Institute of Geotechnique SurveyThe Third Geology Pioneer of Shandong ProvinceYantaiChina
  3. 3.Department of Earth and Planetary SciencesJohn Hopkins UniversityBaltimoreUSA

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