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复合含水层系统地下水资源评价三维数值模型 被引量:21

Three Dimension Numerical Model of Groundwater Resource Evaluation of Complex Aquifer System
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摘要 江苏省盐城市地下含水系统为一复合含水层系统,采用真三维模型,将其概化为三度空间上的非均质各向异性。在对模型进行识别、验证的基础上,结合对地面沉降、咸水入侵等地质环境控制的要求,规划、预测了到2020年12月底,第Ⅱ承压含水层、第Ⅲ承压含水层和第Ⅳ承压含水层中的最低地下水位分别恢复到-20 m、-30 m和-40 m时,各含水层中地下水的开采量及地下水的最优开采布局,并预测了未来各含水层地下水位降落漏斗趋于稳定的地下水开采量。 The groundwater system of Yancheng in Jiangsu Province is a compound aquifer system, three dimensional numerical model is applied and deals with it as inhomogeneous anisotropy aquifer in spatial. Based on the validation and verifying of this model, according to the request of geological environment control such as land subsidence, salty water infiltration and so on, the authors plan and forecast the quantity of groundwater exploitation and the optimal exploitation pattern in every aquifer when the lowest groundwater level in confined aquiferⅡ, confined aquifer Ⅲ, and confined aquifer Ⅳ rises to -20m, -30m, and -40m again year by year respectively by the end of Dec 2004, and forecasts the quantity of groundwater exploitation when the groundwater level depression cone in every aquifer trend to reach stabilization.
出处 《吉林大学学报(地球科学版)》 EI CAS CSCD 北大核心 2005年第2期188-194,共7页 Journal of Jilin University:Earth Science Edition
基金 全国水资源综合规划专题(3-3)
关键词 复合含水层 三维数值模型 地下水资源 compound aquifers three dimensional numerical model groundwater resource
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参考文献4

  • 1邵景力,崔亚莉,赵云章,贺国平.黄河下游影响带(河南段)三维地下水流数值模拟模型及其应用[J].吉林大学学报(地球科学版),2003,33(1):51-55. 被引量:53
  • 2Hsieh P A. Documentation of a computer program to simulate horizontal-flow barriers using the U.S.Geological Survey modular three-dimensional finite-difference ground-water flow model[R].Washington:U.S.Geological Survey Open-File Report, 1993:92-477.
  • 3McDonald M G. A method of converting no-flow cells to variable-head cells for the U.S.Geological Survey modular finite-difference groundwater flow model[R].Washington:U.S.Geological Survey Open-File Report, 1992:91-536.
  • 4Hill M C. Solving groundwater flow problems by conjugate-gradient methods and the strongly implicit procedure[J]. Water Resources Research, 1990, 26(9): 1961 -1969.

二级参考文献1

  • 1赵云章 邵景力 阎振鹏 等.黄河下游影响带地下水系统边界的划分方法[J].水利学报,.

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