| 衡水市地下水流数值模拟 |
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| 引用本文： | 曹剑峰,王博,平建华,姜纪沂,石娜. 衡水市地下水流数值模拟[J]. 工程勘察, 2007, 0(1) |
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| 作者姓名： | 曹剑峰 王博 平建华 姜纪沂 石娜 |
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| 作者单位： | 吉林大学环境与资源学院，吉林大学环境与资源学院，郑州大学环境与水利学院，吉林大学环境与资源学院，吉林大学环境与资源学院 长春130026，长春130026，郑州450002，长春130026，长春130026，吉林省地质科学研究院，长春130012 |
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| 摘 要： | 通过对衡水市地下水系统特征的分析,建立了水文地质概念模型,并用FEFLOW建立三维地下水流数值模拟模型。应用识别与校正后的模型预测不同开采方案下的地下水动态。对于浅层地下水,方案1水位下降速率最慢,方案4水位下降速率最快;对于深层地下水,方案2水位最高,下降速率最慢,方案3水位最低,下降速率最快。从地下水资源可持续利用角度考虑,按方案2规划开采比较合理。
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| 关 键 词： | FEFLOW 数值模拟模型 地下水动态 预测 |
Groundwater Model Numerical Simulation in Hengshui City |
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| Cao Jianfeng et al.. Groundwater Model Numerical Simulation in Hengshui City[J]. Geotechnical Investigation & Surveying, 2007, 0(1) |
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| Authors: | Cao Jianfeng et al. |
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| Affiliation: | Cao Jianfeng et al. |
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| Abstract: | The conceptual model of hydrogeology is developed based on analyzing the characteristics of groundwater system in Hengshui city,and a 3D numerical simulation model for the groundwater is developed by using FEFLOW.The identified and revised model is used to forecast the groundwater regime for different exploitation schemes.For the shallow groundwater,the elevation decline velocity of the scheme 1 is the slowest and the scheme 4 is the fastest.For the deep groundwater,the elevation decline velocity of the scheme 2 is the slowest and the scheme 3 is the fastest.Compared to other schemes the scheme 2 is relatively reasonable from the view of the sustainable utilization of the groundwater resources. |
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| Keywords: | FEFLOW numerical simulation model groundwater regime prediction |
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