| 露头处具有淤泥层的滨海含水层系统中海潮引起的水头波动 |
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| 引用本文： | 李海龙,任亚坤,李国徽,郭巧娜.露头处具有淤泥层的滨海含水层系统中海潮引起的水头波动[J].地球科学,2008,33(2):273-278. |
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| 作者姓名： | 李海龙 任亚坤 李国徽 郭巧娜 |
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| 作者单位： | [1]鞍山师范学院数学系,辽宁鞍山114007 [2]中国地质大学环境学院及生物地质与环境地质教育部重点实验室,湖北武汉430074 |
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| 摘 要： | 滨海地区社会与经济的发展引发了各种各样的水文地质问题,因此对滨海地区的水文地质条件,尤其是地下水与海水之间的水力联系的研究尤为重要.本文考察了海底露头处具有淤泥层的滨海含水层系统中由海潮引起的水头波动.该系统由潜水含水层、承压含水层和介于其间的弱透水层构成.建立了该系统的数学模型,得到了该模型的解析解.该解析解包含2个无量纲参数:弱透水层的相对越流系数和淤泥层的相对透水系数.解析解表明,淤泥层使各处的水头波幅被缩小了一个常数倍(波幅缩减因子),并使各处的波动相位产生了一个不超过45°的正位移常数(时滞).该时滞对半日潮不超过1.5h,对全日潮不超过3h.波幅缩减因子和正位移常数只与弱透水层的相对越流系数和淤泥层的相对透水系数有关.当这两个无量纲参数取某些特殊值时,本次研究的解和前人考虑的几种较简单情形所对应的解一致.承压含水层中水头波幅随着淤泥层的相对透水系数的递增而严格递增,随弱透水层的相对越流系数的递增而严格递减;波动相位随着这2个无量纲参数的递增均严格递减.分析表明弱透水层的越流和淤泥层的存在均对承压含水层水头波动有显著影响.
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| 关 键 词： | 海潮 滨海含水层系统 淤泥层边界 海底露头 越流 解析解 淤泥层透水系数 |
| 文章编号： | 1000-2383（2008）02-0273-06 |
| 收稿时间： | 2007-04-11 |
| 修稿时间： | 2007年4月11日 |
Tidal Fluctuation in a Coastal Aquifer System with a Suboutcrop Covered by a Silt Layer |
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| LI Hai-long,REN Ya-kun,LI Guo-hui,GUO Qiao-na.Tidal Fluctuation in a Coastal Aquifer System with a Suboutcrop Covered by a Silt Layer[J].Earth Science-Journal of China University of Geosciences,2008,33(2):273-278. |
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| Authors: | LI Hai-long REN Ya-kun LI Guo-hui GUO Qiao-na |
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| Abstract: | With the social and economic development in coastal areas,a variety of hydrogeological problems arise.In order to solve these problems,it is necessary to study hydraulic relation between groundwater and seawater.This paper explores the tide-induced groundwater head fluctuation in a coastal multi-layered aquifer system with a suboutcrop covered by a silt layer.The system consists of an unconfined aquifer,a leaky confined aquifer and a semi-permeable layer in the middle.The mathematical model for describing the system is built and the analytical solution to the model is derived.The analytical solution contains two dimensionless parameters:the leakances of the semi-permeable layer and the silt-layer,respectively.The silt layer reduces the amplitude of the hydraulic head fluctuation by a constant factor,and increases the phase by a positive shift(time-lag),both of which depend on the leakances of the silt layer and the semi-permeable layer.The time lag does not exceed 1.5 h and 3.0 h for semidiurnal and diurnal sea tides,respectively.When the leakance of the semi-permeable layer or the silt layer assumes certain special values,the solutions are in accordance with the ones derived by several previous researchers.The amplitude of the hydraulic head fluctuation in the confined aquifer increases with the leakance of the silt-layer and decreases with the leakance of the semi-permeable layer;while the phase shift of fluctuation decreases with both of them.The solution analysis indicates that both the silt layer and the leakance of the semi-permeable layer influence significantly the hydraulic head fluctuation in the confined aquifer. |
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| Keywords: | tide coastal aquifer system silt-layer boundary submarine outcrop leakance analytical solution leakance of the silt layer |
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