A new analytical solution for tide-induced groundwater fluctuations in an unconfined aquifer with a sloping beach |
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Authors: | Jun Kong Zhi-yao Song Pei Xin Cheng-ji Shen |
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Institution: | KONG Jun a,SONG Zhi-yao b,XIN Pei c and SHEN Cheng-ji c a College of Harbor,Coastal and Offshore Engineering,Hohai University,Nanjing 210098,China b Key Laboratory of Virtual Geographic Environment under Ministry of Education,and Jiangsu Key Laboratory for Numerical Simulation of Large-Scale Complex System,Nanjing Normal University,Nanjing 210097,China c National Centre for Groundwater Research and Training,The University of Queensland,Brisbane,Queensland 4076,Australia |
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Abstract: | Deriving analytical solutions for tide-induced groundwater fluctuations in unconfined aquifers confronts two problems: (1) As the Boussinesq equation itself contains nonlinear terms, the secular term would be generated in derivation, thus making perturbation solution unable to be deduced to higher order; (2) for aquifers with sloping beaches, the perturbation parameter in existing analytical solution integrating the beach slope and hydrogeological property would be sometimes larger than 1. So the applicatio... |
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Keywords: | tide groundwater analytical solution over-height perturbation method |
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