为研究岩溶山区地下水位动态变化规律及变幅特征,本文以岩溶山区城市贵阳为例,选取2022~2023年9个地下水位动态观测点日监测数据及降水资料,采用自相关和互相关分析地下水位对降水的响应,并探讨补径排条件及地形坡度对地下水位动态变化的影响。结果表明:(1)研究区地下水位埋深1.21~27.68 m,年变幅1.54~11.99 m,地下水位动态在时空分布上存在较大差异;(2)研究区地下水位对降水信号的响应存在一定的滞后性,平均滞后时间7~92 h,且由补给区到排泄区逐渐增加;(3)地形坡度是岩溶山地区影响地下水位变幅的重要因素,研究区地形坡度与地下水位变幅及变幅度呈正相关,线性拟合优度(R2)分别为0.65、0.78;(4)地下水位埋深由补给区到排泄区逐渐减小,水位变幅径流区>补给区>排泄区。
In order to study the dynamic changes and amplitude values of groundwater level in karst mountainous areas, taking the karst mountainous city of Guiyang as an example, selecting daily monitoring data and precipitation data from nine groundwater level dynamic observation points from 2022 to 2023, autocorrelation and cross-correlation analysis are used to analyze the response of groundwater level to precipitation and explore the influence of runoff and drainage conditions and terrain slope on the dynamic changes of groundwater level. The results show that: (1) The groundwater level in the study area is buried at a depth of 1.21~27.68 m, with an annual variation range of 1.54~11.99 m, and there are significant differences in the spatiotemporal distribution of groundwater level dynamics; (2) The relevant analysis results indicate that there is a significant lag in the response of groundwater level to precipitation signals in the study area, with an average lag time of 0~4 days, and it gradually increases from the supply area to the discharge area; (3) The terrain slope is an important factor affecting the amplitude of groundwater level variation in karst mountainous areas. The terrain slope in the study area is positively correlated with the amplitude and variation of groundwater level, with linear goodness of fit (R2) of 0.65 and 0.78, respectively; (4) The depth of groundwater level gradually decreases from the recharge area to the discharge area, and the range of water level changes from the runoff area to the recharge area to the discharge area.
[1] 胡政, 陈再谦. 基于长观水位及历史降水量的建筑抗浮水位取值研究[J]. 中国岩溶, 2018, 37(2): 245-253. (Hu Zheng, Chen Zaiqian. Research on the water level of anti-floating of building structure based on long-term boreholes and rainfall observationgs[J]. Carsologica Sinica, 2018, 37(2): 245-253. (in Chinese))
[2] 黄志仑, 马金普, 李丛蔚. 关于多层地下水情况下的抗浮水位[J]. 岩土工程技术, 2005, 19(4): 182-183. (Huang Zhilun, Ma Jinping, Li Chongwei. The water level for prevention of up-floating under the condition of multi-level groundwater[J]. Geotechnical Engineering Technique, 2005, 19(4): 182-183. (in Chinese))
[3] 兰坚强. 地下水的抗浮设防水位取值及工程实例[J]. 工程勘察, 2014, 36(3): 36-39. (Lan Jianqiang. The value of anti floating and anti floating water level for groundwater and engineering examples[J]. Geotechnical Investigation & Surveying, 2014, 36(3): 36-39. (in Chinese))
[4] 张在明, 孙保卫, 徐宏声. 地下水赋存状态与渗流特征对基础抗浮的影响[J]. 土木工程学报, 2001, 34(1): 73-78. (Zhang Zaiming, Sun Baowei, Xu Hongsheng. Effect of characteristics of groundwater distribution and seepage on anti-uplift analysis of building foundations[J]. China Civil Engineering Journal, 2001, 34(1): 73-78. (in Chinese))
[5] 胡政, 田茂中, 陈再谦, 等.不同岩溶形态场地抗浮水位取值研究[J]. 地下空间与工学报, 2018, 14(5): 1322-1330. (Hu Zheng,Tian Maozhong,Chen Zaiqian,et al. Study on valuing of anti-floating water level in different karst forms site[J]. Chinese Journal of Underground Space and Engineering, 2018, 14(5): 1322-1330. (in Chinese))
[6] 宋向明. 低洼地区建筑的抗浮设计与设防水位合理确定[J]. 科学技术与工程, 2016, 16(35): 273-277. (Song Xiangming. Anti-floating design and reseanable determination of water Level in low-lying[J]. Science Technology and Engineering, 2016, 16(35): 273-277. (in Chinese))
[7] 李超. 建筑抗浮设计水位的合理取值[J]. 工程勘察, 2014, 42(4): 49-54. (Li Chao. Reasonable value of water level for building anti-floating design[J]. Geotechnical Investigation & Surveying, 2014, 42(4): 49-54. (in Chinese))
[8] Guo H T, Zhou R J, Sun C,et al. Buoyancy of underground structures and pore water pressureconduction law in silty clay strata[J]. Heliyon, 2024, 10: e24256.
[9] 安振东, 刘贯群, 张焘, 等. 建筑物场区地下水位预测与抗浮水位确定—以青岛啤酒城改造为例[J]. 中国海洋大学学报, 2015, 45(4): 103-109. (An Zhendong, Liu Guanqun, Zhang Tao, et al. The prediction of groundwater level about building area and determination of anti-floating water level: Taking the transformation of Qingdao Beer City for example[J]. Periodical of Ocean University of China, 2015,45(4): 103-109. (in Chinese))
[10] Cai Z S, Ofterdinger U. Analysis of groundwater-level response to rainfall and estimation of annual recharge in fractured hard rock aquifers, NW Ireland[J]. Journal of Hydrology, 2016, 535: 71-84.
[11] 李严, 王家乐, 靳孟贵, 等. 运用水文时间序列分析识别济南泉域岩溶发育特征[J]. 地球科学, 2021, 46(7): 2583-2593.(Li Yan, Wang Jiale, Jin Menggui, et al. Hydrodynamic characteristics of Jinan karst spring system identified by hydrologic time-series data[J]. Earth Science, 2021, 46(7): 2583-2593. (in Chinese))
[12] Katsanou K, Lambrakis N, Tayfur G, et al. Describing the karst evolution by the Exploitation of hydrologic time-series data[J]. Water Resources Management, 2015, 29(9):3131-3147.
[13] 邹成杰.岩溶地区地下水位动态分析[J].中国岩溶,1995,14(3):261-269. (Zou Chengjie. Analysis of groundwater level fluctuation in karst terrains[J]. Carsologica sinica, 1995, 14(3): 261-269. (in Chinese))
[14] Rahnemaei M, Zare M, Nematollahi A R, et al. Application of spectral analysis of daily water level and spring discharge hydrographs data for comparing physical characteristics of karstic aquifers[J]. Journal of Hydrology, 2005, 311: 106-116.
[15] Kogovsek B, Jemcovc I, Petric M. Advanced application of time series analysis in complex karst aquifers: A case study of the Unica springs (SW Slovenia)[J]. Journal of Hydrology, 2023, 626: 130147.
[16] Delbart C, Valdes, D, Barbecot F, et al. Temporal variability of karst aquifer response time established by the sliding-windows cross-correlation method[J]. Journal of Hydrology. 2014, 511, 580-588.
[17] Kaushik P R, Ndehedehe C E, Ryan M. Burrows,et al. Assessing surface-groundwater interactions for sustaining spring wetlandsof the Great Artesian Basin, Australia[J]. Ecological Indicators, 2023, 151: 110310.
[18] 李毅, 邵明安. 间歇降雨和多场次降雨条件下黄土坡面土壤水分入渗特性[J]. 应用生态学报, 2008, 19(7): 1511-1516.(Li Yi, Sao Mingan. Infiltration characteristics of soilwater on loess slope land under intermittent and repetitive rainfall conditions[J]. Chinese Jpurnal of Applied Ecology, 2008, 19(7): 1511-1516. (in Chinese))
[19] 肖航, 燕青, 李洋, 等. 短时强降雨下平原区域浅层地下水入渗补给规律研究[J]. 环境监测管理与技术, 2021, 33(6): 24-28.(Xiao Hang, Yan Qing, Li Yang, et al. Study on recharge low of shallow groundwater infiltration in plain area under short-term heavy rainfall[J]. The Administration and Technique of Environmental Monitoring, 2021, 33(6): 24-28. (in Chinese))