Research on water source protection based on Visual MODFLOW groundwater numerical simulation
CAO Zhendong1,3, TAN Tingjing1,3, YANG Mingxing2, SONG Xiaoqing1,3, PU Xiuchao1,3
1. No. 111 Geological Party, Guizhou Bureau of Geology and Mineral Exploration & Development, Guizhou Guiyang 550081, China; 2. School of Resource and Environment Engineering, Guizhou Institute of Technology, Guizhou Guiyang 550003, China; 3. Guizhou Geological Engineering Survey, Design and Research Institute Co., Ltd., Guizhou Guiyang 550081, China
Abstract:Clarifying the migration conditions of groundwater is the key basis for the protection of urban groundwater sources. In order to serve the sustainable development of the groundwater source in Shenyang, the authors constructed the hydrogeological conceptual model and groundwater numerical model according to the hydrogeological conditions of the study area. The Visual MODFLOW software was used to solve the model, and the model parameters were identified and verified based on the water level data of observation well. The range of groundwater funnel and the depth of water level drop after water source operation were analyzed according to the corrected numerical model, and the water level recovery after the stop-mining of water source was simulated and predicted. The results showed that the total recharge of groundwater aquifer in the study area was 62 230 m3/d, and the total discharge was 63 400 m3/d, with equilibrium difference of -1 170 m3/d. And groundwater dynamic was in a negative equilibrium state for many years. Through the prediction of the confined aquifer situation after 2 a, 5 a and 10 a of water source exploitation, the water level decreased by an average of 6 m, 8 m and 9 m respectively, and the area of the central funnel area was 54.56 km2, 65.04 km2 and 65.80 km2 respectively. The funnel expanded rapidly in the early stage of mining, and then the speed gradually slowed down. The exploitation of confined aquifer in the water source had a certain impact on the surrounding flow field, but this impact was mainly obvious during the mining period, and the funnel area gradually recovered after one year of stop-pumping. It is suggested that the exploitation amount should be strictly controlled and the monitoring and management of groundwater should be strengthened for the sustainable utilization and protection of water source. The prediction results could provide some technical support for water source protection.
曹振东, 谭廷静, 杨明星, 宋小庆, 蒲秀超. 基于Visual MODFLOW地下水数值模拟的水源地保护研究[J]. 中国地质调查, 2023, 10(5): 91-98.
CAO Zhendong, TAN Tingjing, YANG Mingxing, SONG Xiaoqing, PU Xiuchao. Research on water source protection based on Visual MODFLOW groundwater numerical simulation. , 2023, 10(5): 91-98.
[1] 中华人民共和国水利部.2021年中国水资源公报[R].北京:中华人民共和国水利部,2021. Ministry of Water Resources of the People's Republic of China.2021 China Water Resources Bulletin[R].Beijing:Ministry of Water Resources of the People's Republic of China,2021. [2] 许颢砾,王大庆,邓正栋,等.基岩岛屿地下水流场数值模拟研究[J].中国地质调查,2020,7(4):95-103. Xu H L,Wang D Q,Deng Z D,et al.Research on the numerical simulation of the groundwater flow field in bedrock islands[J].Geological Survey of China,2020,7(4):95-103. [3] 卢洪健,王卓然.地下水模拟方法与应用软件研究进展[J].地下水,2022,44(6):49-52. Lu H J,Wang Z R.Research progress in groundwater simulation methods and application softwares[J].Ground Water,2022,44(6):49-52. [4] 王浩,陆垂裕,秦大庸,等.地下水数值计算与应用研究进展综述[J].地学前缘,2010,17(6):1-12. Wang H,Lu C Y,Qin D Y,et al.Advances in method and application of groundwater numerical simulation[J].Earth Science Frontiers,2010,17(6):1-12. [5] 王大庆,许颢砾,邓正栋,等.基岩岛屿地下水数值模拟发展研究现状[J].中国地质调查,2019,6(3):68-74. Wang D Q,Xu H L,Deng Z D,et al.Development and research status of numerical simulation on the groundwater of bedrock islands[J].Geological Survey of China,2019,6(3):68-74. [6] Haque M A M,Jahan C S,Mazumder Q H,et al.Hydrogeological condition and assessment of groundwater resource using visual modflow modeling,Rajshahi city aquifer,Bangladesh[J].Journal of the Geological Society of India,2012,79(1):77-84. [7] 韩琳,颜翠翠,赵振伟,等.基于Visual MODFLOW的地下水数值模拟研究及水位预测[J].山东国土资源,2021,37(3):67-74. Han L,Yan C C,Zhao Z W,et al.Groundwater numerical simulation and water level prediction based on Visual MODFLOW[J].Shandong Land and Resources,2021,37(3):67-74. [8] 吴鑫,孙伯明,陈菁,等.基于Visual MODFLOW的挠力河流域地下水数值模拟与预测分析[J].水电能源科学,2020,38(12):37-40,23. Wu X,Sun B M,Chen J,et al.Numerical simulation and prediction analysis of groundwater in Naoli river basin based on Visual MODFLOW[J].Water Resources and Power,2020,38(12):37-40,23. [9] 马佳. 基于MODFLOW的乐亭县工业聚集区地下水数值模拟研究[D].南昌:东华理工大学,2020. Ma J.Numerical Simulation of Groundwater in the Industrial Gathering Area of Laoting County Based on MODFLOW[D].Nanchang:East China University of Technology,2020. [10] 刘天宇. 新乡市原武—包厂水源地地下水数值模拟与水资源评价[D].北京:中国地质大学(北京),2017. Liu T Y.Numerical Simulation and Water Resources Evaluation of Yuanwu-Baochang Groundwater Source in Xinxiang[D].Beijing:China University of Geosciences (Beijing),2017. [11] 李贵仁,赵珍,刘大金,等.基于Visual MODFLOW的复杂大水矿山地下水数值模拟[J].勘察科学技术,2019(3):34-38. Li G R,Zhao Z,Liu D J,et al.Groundwater numerical simulation of complex and water abundant mine based on Visual MODFLOW[J].Site Investigation Science and Technology,2019(3):34-38. [12] Tiwary R K,Dhakate R,Rao V A,et al.Assessment and prediction of contaminant migration in ground water from chromite waste dump[J].Environmental Geology,2005,48(4-5):420-429. [13] 南天,曹文庚,王卓然,等.利用趋势化随机参数场的地下水流数值模拟优化方法[J].现代地质,2022,36(2):591-601. Nan T,Cao W G,Wang Z R,et al.Optimized groundwater numerical simulation model with trending parameter field[J].Geoscience,2022,36(2):591-601. [14] Ye S J,Luo Y,Wu J C,et al.Three-dimensional numerical modeling of land subsidence in Shanghai,China[J].Hydrogeology Journal,2016,24(3):695-709. [15] 王瑾. 沈阳地铁一号线一标段水文地质条件分析[J].科技信息,2013(3):93-94. Wang J.Analysis of hydrogeological conditions of the first section of Shenyang Metro Line 1[J].Science and Technology Information,2013(3):93-94.