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Optimal Groundwater Development in Coastal Aquifers Near Beihai, China
作者姓名:Zhou Xun  Chen Mingyou  Wan Li
作者单位:Zhou Xun Chen Mingyou Wan Li Department of Water Resources and Environmental Engineering,China University of Geosciences,Beijing 100083,China Wang Juping Ning Xuesheng Beihai Institute of Hydrogeology,Engineering Geology and Mineral Resour
基金项目:This paper is partially supported by the Fund for Young Geologists in the Ministry of Geology and Mineral Resources of China (
摘    要:INTRODUCTIONThe city of Beihai,located on the south coast ofGuangxi,China,relies heavily on groundwater for its potablewater supply and agricultural irrigation.With rapid increasein population (for instance,from 134 0 0 0 in 1987to 47930 0in1995 ) and in developm ent program s,the demand for freshwater has been growing. Approxim ately 170 0 0 0 m3/ d ofgroundwater has been pumped from the productive coastalaquifers in recent years.Contamination of the fresh water inthe coastal aquifers b…


Optimal Groundwater Development in Coastal Aquifers Near Beihai, China
Zhou Xun,Chen Mingyou,Wan Li.Optimal Groundwater Development in Coastal Aquifers Near Beihai, China[J].Journal of China University of Geosciences,2000,11(3).
Authors:Zhou Xun  Chen Mingyou  Wan Li  WANG Juping  Ning Xuesheng
Abstract:Groundwater resources occur in a multi aquifer system in the alluvial coastal plain near Beihai, China. The aquifers receive recharge from precipitation, canal and reservoir infiltration, and discharge through subterranean drainage into the sea and through artificial pumping. A quasi three dimensional finite element model has been used to simulate the spatial and temporal distribution of groundwater levels in the aquifers. Various input parameters were considered in the simulation model. A linear optimization model has been developed for groundwater development within the coastal aquifers. The objective function of the model is to maximize the total groundwater pumpage from the confined aquifer. The control of sea water intrusion is examined by the restriction of the water levels at points along the coast and of the pumping rates in coastal management cells. The response matrix used in the optimization model was generated from the simulation model by forecasting drawdown produced by pumping at a unit impulse discharge. Groundwater development can be primarily optimized by the alteration of the pumping rates of the existing wells.
Keywords:coastal aquifers  multi  aquifer system  sea water intrusion  numerical modeling  groundwater development  optimization model  
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