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Volume 37 Issue 4
Aug.  2018
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GUO Fangfang, LIANG Yongping, WANG Zhiheng, SHEN Haoyong, ZHAO Chunhong. Attribution of spring fields and seepage calculation of Fenhe second reservoir in Xishan, Taiyuan, Shanxi Province[J]. CARSOLOGICA SINICA, 2018, 37(4): 493-500. doi: 10.11932/karst20180403
Citation: GUO Fangfang, LIANG Yongping, WANG Zhiheng, SHEN Haoyong, ZHAO Chunhong. Attribution of spring fields and seepage calculation of Fenhe second reservoir in Xishan, Taiyuan, Shanxi Province[J]. CARSOLOGICA SINICA, 2018, 37(4): 493-500. doi: 10.11932/karst20180403

Attribution of spring fields and seepage calculation of Fenhe second reservoir in Xishan, Taiyuan, Shanxi Province

doi: 10.11932/karst20180403
  • Publish Date: 2018-08-25
  • Fenhe second reservoir of Shanxi Province is a medium-sized reservoir built in the middle and upper reaches of Fenhe river. Because the reservoir is located in the section of carbonate river which is the junction of the spring fields of Jinci and Lancun, the reservoir impounds and inundates the Xuanquansi spring group that flows out under natural conditions , resulting in a fundamental change in the karst hydrogeological conditions in the reservoir area. This directly affected the water resources evaluation, development and management and the measures planed for ecological restoration aimed at spring re-flow. This article discusses the following two issues related to the construction of Fenhe river second reservoir. First, using the latest survey and exploration data to analyze the impacts of the construction of the second reservoir on the karst-hydrogeological conditions and delimit the spring field in the second reservoir areas. It is believed that the outflow of Xuanquansi spring is controlled by the semi-aquitard of the lower Ordovician inclined to the west within the Fenhe river valley. The water level of the second reservoir has been elevated by nearly 40 m and filled the falling funnel in the Xuanquansi spring area which is a relatively independent circulation between the Jinci and the Lancun spring under natural conditions. The spring disappeared and it forms a reverse supply to the karst groundwater. The water seepage of the reservoir mainly flows into the Jinci spring domain through the middle Ordovician. The Fenhe second reservoir is bounded by the outcrop of the lower Ordovician between the Sitou and Xiahuai. The reservoir area above the Sitou-Xiahuai is assigned to Jinci spring field and the reservoir area below the Xiahuai is assigned to Lancun spring field. Second, by using the hydrological data of the reservoir's upstream and downstream and series of water level data of the second reservoir, a nonlinear relationship between the second reservoir's water level and the amount of seepage is established by the equilibrium method. Based on this, when the water level of the second reservoir rises to 905.7 m, the seepage amount would be 2.862 m3·s-1. However, the supply of Lancun spring karst water and Piedmont Xizhang source water is limited.

     

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  • [1]
    潘军峰,张江汀,梁永平,等. 山西省岩溶泉域水资源保护[M]. 北京:中国水利水电出版社,2008,64.
    [2]
    闫丽. 太原市兰村泉域岩溶地下水数值模拟及水资源合理开发利用研究[D]. 太原:太原理工大学,2015.
    [3]
    王贵喜,周兴平,毛宪民,等. 太原市环境水文地质问题及灾害研究[R]. 太原:山西省地质调查院,2006.
    [4]
    王贵喜,朱慈光,王东桃,等. 太原市水资源评价报告[R]. 太原:太原市水务局,2005.
    [5]
    梁文彪. 晋祠泉复流工程实施方案[R]. 太原:山西省水利厅,2014.
    [6]
    晋华,侯文生,杨思雨,等.兰村泉域岩溶水特性及泉水复流初步方案研究[R]. 太原:太原碧蓝水利工程设计有限公司,2016.
    [7]
    王贵喜,李海龙,高庆杰,等. 山西省太原市地下水资源管理模型研究[R]. 太原:山西省地质矿产局,1989.
    [8]
    郭满金,郭磊. 汾河二库环境地质问题[J]. 山西水利科技,1995(3):24-30.
    [9]
    周永红. 汾河二库蓄水至正常水位后对周边地下水影响分析[J]. 山西水利,2015 (12):1-2.
    [10]
    丁慧峰. 汾河二库洪水调度与运用[J]. 山西水利科技,2008 (1):47-48.
    [11]
    梁永平,张发旺. 山西娘子关泉域岩溶水文地质环境地质调查[R]. 桂林:中国地质科学院岩溶地质研究所,2016.
    [12]
    韩行瑞,鲁荣安,李庆松,等. 岩溶水系统—山西岩溶大泉研究[M]. 北京:地质出版社,1993.
    [13]
    韩行瑞,时坚. 丹河岩溶水系统—中国北方岩溶水系统典型研究[R]. 桂林:中国地质科学院岩溶地质研究所,1994.
    [14]
    薛金平,白晓桦. 山西汾河二库初步设计报告[R]. 山西:山西省水利勘测设计院,1993.
    [15]
    王云峰. 山西省小型水面蒸发器折算系数分析[J]. 山西水利,2004 (2):46-47.
    [16]
    梁永平,石东海,李纯纪,等. 岩溶渗漏河段来水量与渗漏量间关系测试研究[J]. 水文地质工程地质, 2011,38(2):19-26.
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