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• 水文环境地质学 • 上一篇    下一篇

利用不对称的地下水位潮汐波动确定滨海含水层参数

宋超1,周训1,2,赵敬波1,陈瑞阁3,张欢1,李婧玮1   

  1. 中国地质大学(北京) 水资源与环境学院,北京100083
  • 出版日期:2013-12-16 发布日期:2014-02-21
  • 作者简介:宋超,男,硕士研究生,1989年出生,地下水科学与工程专业,从事地下水科学方面的研究。 Email:syf6259000@sina.cn
  • 基金资助:

    教育部博士学科点专项科研基金优先发展领域项目(20110022130002);国家自然科学基金项目(41172227);中央高校基本科研业务费专项资金资助项目(2652013098)

Determination of Coastal Aquifer Parameters Based on Measurements of  Asymmetrical Tidal Fluctuations in Groundwater Levels

SONG Chao1, ZHOU Xun1,2, ZHAO Jingbo1, CHEN Ruige3, ZHANG Huan1, LI Jingwei1   

  1. School of Water Resources and Environment, China University of Geosciences, Beijing100083, China
  • Online:2013-12-16 Published:2014-02-21

摘要:

在滨海地区,地下水水位受潮汐波动影响较大,使得传统的抽水试验、水位回复试验等方法确定含水层参数存在困难且花费较大。通过对广西北海市滨海含水层地下水位动态资料进行分析,发现其上升段和下降段是不对称的。基于海岸带承压含水层正弦潮汐波的传播理论,提出了确定含水层参数的分段法,并与振幅衰减法和滞后时间法进行对比,各种方法求出的储水系数与导水系数之比(S/T)很接近,说明分段法是有效的。对于北海市滨海含水层,上升段求出的S/T值比下降段要大,其成因机理还有待进一步分析。

关键词: 滨海含水层, 海岸带, 潮汐效应, 储水系数, 导水系数, 地下水, 广西北海

Abstract:

Because of the influence of tidal fluctuations, determination of aquifer parameters by using methods of pumping tests and recovery of groundwater levels becomes difficult and costs more in coastal areas. In this paper, through the study of the dynamic data of groundwater levels in the coastal aquifer in Beihai, Guangxi, we find that the rising and falling sections of the tide are asymmetrical. Based on the theory of the propagation of the sinusoidal tidal wave in confined aquifers, we provide a segmentation method to calculate the parameter of the aquifer, and compare the result with the those of the swing attenuation method and the time lag method. The ratios of storativity to transmissivity calculated with the three methods are close. This shows that the segmentation method is effective. The S/T of the rising section is larger than that of the falling section in the coastal aquifer in Beihai. The mechanism needs further analyses.

Key words: coastal aquifer, coastal zone, tidal effect, storativity, transmissivity, groundwater, Beihai, Guangxi

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