Groundwater response to tidal fluctuation in a two-zone aquifer

In most cases authors are permitted to post their version of the article (e.g. in Word or Tex form) to their personal website or institutional repository. Authors requiring further information regarding Elsevier's archiving and manuscript policies are encouraged to visit: Keywords: Coastal aquifer Tidal fluctuation Two-zone aquifer Zone-contrast parameter Groundwater head fluctuation s u m m a r y A coastal aquifer may consist of two zones of distinctly different hydraulic properties, with the coastal zone of limited width and the inland zone of infinite width. The analytical solutions for groundwater level response to tidal fluctuation in such a two-zone aquifer are derived and the underlying physical meanings are discussed. A dimensionless zone-contrast parameter r is introduced, which is controlled by ratio between the product of the transmissivity and storativity of the inland zone and that of the coastal zone. In the coastal zone, the amplitude of groundwater head fluctuation attenuates more quickly when r becomes greater. The amplitude declines exponentially with distance from the coastline, and the phase lag increases linearly only when r = 1. In the inland zone, however, the head fluctuation always exhibits an exponential attenuation of the amplitude and a linear increase of the phase lag for any value of r. Thus, the diffusivity of the inland zone can be readily assessed with measurements of fluctuation amplitudes or lags, as are frequently used when estimating aquifer parameters in homogeneous aquifers. Compared with Jacob (1950) solution for a semi-infinite homogeneous aquifer, the existence of the coastal zone reduces the amplitude in the inland zone by a spatially constant coefficient and increases the phase lag by a spatially constant shift. Inverse estimation of aquifer parameters are discussed based on the analytical solutions. The analytical solutions are used to estimate the aquifer parameters in a coastal two-zone aquifer located in the west part of Dongzhai Harbor, Hainan Province, China. Introduction Tidal fluctuation is an important driving force for groundwater flow in coastal aquifers. The dynamic interaction between groundwater and seawater has been well investigated through both analytical and numerical methods. While numerical solutions can be used to analyze this natural phenomenon (e., they need more computational efforts. In some cases, analytical solutions are sufficient to handle this kind of problem even though their application is limited by a certain number of assumptions. Also, analytical solutions can serve as instructional tools, be used for first-cut engineering analysis and be …