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挠力河流域三维地下水流数值模拟 被引量:11

Three-Dimensional Numerical Simulation of Groundwater in Naolihe Watershed
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摘要 在分析概化挠力河流域地质及水文地质条件的基础上,建立了研究区地下水流系统的三维数学模拟模型,运用Visual MODFLOW软件进行求解,并对研究区未来7年的地下水流场进行了预报。模型预报过程中用迭代逼近方法预报二类边界,用频谱分析法预报年降水量和地下水开采量,实现了随机模型与确定性模型相耦合。结果表明,研究区地下水多年平均补给量为20.9×108m3/a。从预报的等水位线图看出,按照预测的开采量进行开采,研究区的地下水位在预报期间略有下降,每年平均下降0.329 m。 Based on analyzing and conceptualizing the geologic and hydrogeologic conditions of Naolihe watershed, the numerical simulation model of groundwater flow system has been built and solved by Visual MODFLOW, and groundwater flow regime in future 7 years has also been predicted. In the process of model prediction, second-type boundary was forecasted with iterative method, annual precipitation and groundwater withdrawal was forecasted by spectral analysis, which well realized the coupling of stochastic model and deterministic model. The results show that the average annual recharge of groundwater in the research area is 20.9×10^8 m3/a. From predicted head equipotentials, it can be seen that groundwater level in the research area will declinef during prediction periods with the avarage speed of 0. 329m/a if mining according to the forecasted withdrawal.
出处 《吉林大学学报(地球科学版)》 EI CAS CSCD 北大核心 2007年第3期541-545,共5页 Journal of Jilin University:Earth Science Edition
基金 国家自然科学基金项目(30370825)
关键词 挠力河流域 三维数值模拟 VISUAL MODFI-OW Naolihe watershed three-dimensional numerical modeling, Visual MODFLOW
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  • 1方淑镇,陈崇希.文英湖地区湖周地下水排水优化管理模型[J].地球科学(中国地质大学学报),1993,18(2):211-220. 被引量:1
  • 2卢文喜.响应矩阵法在实际应用中存在的问题[J].水文地质工程地质,1994,21(2):52-53. 被引量:6
  • 3崔天怀,魏晓妹.频谱分析法在地下水动态预报中的应用[J].地下水,1990,12(4):201-205. 被引量:10
  • 4孙纳正.地下水流的数学模型和数值方法[M].北京:地质出版社,1991..
  • 5薛禹群,吴吉春.地下水数值模拟在我国——回顾与展望——为《水文地质工程地质》创刊40年而作[J].水文地质工程地质,1997,24(4):21-24. 被引量:59
  • 6Hsieh 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.
  • 7McDonald 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.
  • 8Hill M C. Solving groundwater flow problems by conjugate-gradient methods and the strongly implicit procedure[J]. Water Resources Research, 1990, 26(9): 1961 -1969.
  • 9Vilibic I, Leder N. Long-term variations in the Mediterranean Sea level calculated by spectral analysis [J]. Oceanographic Literature Review, 1997,44(5) :422.
  • 10Hall, David, Fitzpatrick, Caroline S B. Spectral analysis of pressure variations during combined air and water backwash of rapid gravity filters [ J ]. Water Research,1999,33 (17): 3666 - 3672.

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