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Specific yield of phreatic variation zone in karst aquifer with the method of water level analysis

Xiao-ping GONG1,2, Guang-hui JIANG1( ), Chang-jie CHEN1,2, Xiao-jiao GUO1, Hua-sheng ZHANG1,3
Key laboratory of Karst dynamics, CAGS/Laboratory of Karst Dynamics, MLR & GZAR/International Karst Research Centre under the Auspices of UNESCO, Guilin, Guangxi 541004, China
China University of Geosciences, Beijing 100083, China
School of Geographical Science, Southwest University, Chongqing 400715, China
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Abstract

Regime of groundwater level is a comprehensive reflection of the hydrogeological environment from the perspective of groundwater. Based on the analysis of the water-level change of 65 groundwater monitoring points from 1987 to 1990, it is found that intermittent cones of depression came into being due to groundwater exploitation in Guilin during the observation period. The buried depth of groundwater in the drawdown cones, the annual variation of water level and specific yield have higher values. Improvement has been made to the formula of infiltration coefficient of precipitation. By using the precipitation response data recorded at every 15 minutes for water level of No. 9 borehole which is near Zengpiyan Cave, the specific yield of phreatic variation zone is indirectly calculated by using the modified formula. The results are range from 0.012 to 0.462 and the spatial distribution of specific yield is ascertained. These make up the deficiency that empirical values cannot be categorized based on the actual conditions. What’s more, the widely used Aviriyanover’s empirical formula is poorly applicable to karst area. This is due to its strict requirement for outside conditions, such as shallow buried depth, homogeneous aquifer medium and small hydraulic gradient.

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Journal of Groundwater Science and Engineering
Pages 192-201

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Cite this article:
GONG X-p, JIANG G-h, CHEN C-j, et al. Specific yield of phreatic variation zone in karst aquifer with the method of water level analysis. Journal of Groundwater Science and Engineering, 2015, 3(2): 192-201. https://doi.org/10.26599/JGSE.2015.9280023

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Published: 28 June 2015
© 2015 Journal of Groundwater Science and Engineering Editorial Office