Mechanism of abnormal water level changes in the Wang 3 well of Tianjin
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摘要: 本文针对2016年6—9月天津王3井出现的井水位高值异常现象进行了异常机理分析。首先,利用频谱分析法提取了水位年动态并与区域降水量进行相关分析,排除降水的影响;其次,采用三阶多项式拟合计算了水位多年动态,定量地识别出王3井的水位年变异常,并取王3井及周边水源进行了水化学分析,结果显示,王3井所处局部区域的地下水主要成因为大气降水,存在一定的水岩作用,与周边水源之间无明显水力联系;最后,结合首都圈地震台站的波速比推测天津王3井所处的局部构造区域内可能存在一次短期应力积累过程。2016年9月10日发生的唐山MS4.2地震缓解了此次局部应力积累,使得王3井内水位逐渐恢复正常年变特征。Abstract: Water level in the Wang 3 well of Tianjin was higher than its normal annual values during June to September 2016. The possible mechanisms of the abnormal water level changes were analyzed in this study. Firstly, the normal annual variation of water level was extracted using spectral analysis method, and the influence of precipitation was corrected according to the relationship between the well water level and the local precipitation. Secondly, the multi-year values of water level were calculated by using the third-order polynomial fitting, and the abnormal water level in the Wang 3 well was identified quantitatively. Then, the hydrochemical analyses in the well and its surrounding water sources were made. The result shows that the groundwater in the well is mainly derived from the local precipitation, which indicates that there was some water-rock interaction rather than obvious hydraulic relationship between well water and surrounding water sources. Finally, from the wave velocity ratio in Beijing area, it is deduced that there may be a short-term stress accumulation around the Wang 3 well, which is verified by the local stress relief resulted from the Tangshan MS4.2 earthquake on September 10, 2016, and the water level of Wang 3 well gradually returned to its normal annual values.
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图 3 王3井水位与宝坻区降水量之间的相关性分析
(a) 王3井水位;(b) 宝坻区降水量;(c) 王3井水位年变化与宝坻区月平均降水量的相关性分析;(d) 王3井实测水位与校正水位对比;(e) 去趋势水位与受降水影响的模拟水位对比
Figure 3. Correlativity between observed water lever of Wang 3 well and precipitation in Baodi
(a) Water level of Wang 3 well;(b) The precipitation of Baodi;(c) Correlativity between monthly mean water level of Wang 3 well and monthly mean precipitation in Baodi;(d) Comparison of the actual water level with the corrected water level of Wang 3 well;(e) Comparison of the water level in which trending has been removed with that calculated by precipitation fitting
图 9 首都圈地区地震台站波速比vP/vS误差分析(a)和王3井应力分析示意图(b)
图(a)中蓝色虚线代表波速比标准线,误差棒代表2倍标准差
Figure 9. The vP/vS ratio of the stations in capital area (a) and the schematic diagram of the stress accumulation in Wang 3 well (b)
In Fig.(a) blue dashed lines represent the vP/vS ratio standard line,red line represents the vP/vS ratio,error bars represents double standard deviation
表 1 王3井水位、水温与氦气预报效能评估结果
Table 1 Prediction and evaluation results of water level,water temperature and helium for Wang 3 well
评估项 基础资料
(满分20分)观测质量
(满分45分)影响因素
(满分10分)震例评估
(满分25分)总分
(满分100分)评估等级 水位 20 38 6 15 79 A 水温 20 34 10 0 64 B 氦气 20 30 10 15 75 B -
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