Wang Shih-Jung, Hsu Kuo-Chin, Wang Chein-Lee, Lai Wen-Chi, Hsu Liang-Tzu
Department of Resources Engineering, National Cheng Kung University, 1 University Road, Tainan, 701, Taiwan, ROC.
Disaster Prevention Research Center, National Cheng Kung University, 1 University Road, Tainan, 701, Taiwan, ROC.
Ground Water. 2017 Sep;55(5):747-756. doi: 10.1111/gwat.12519. Epub 2017 Mar 23.
The hydraulic properties of aquitards are not easily obtained because monitoring wells are usually installed in aquifers for groundwater resources management. Earthquake-induced crust stress (strain) triggers groundwater level variations over a short period of time in a large area. These groundwater anomalies can be used to investigate aquifer systems. This study uses a poroelastic model to fit the postseismic variations of groundwater level triggered by the Chi-Chi earthquake to evaluate the hydraulic properties of aquitards in the Jhoushuei River alluvial fan (JRAF), Taiwan. Six of the adopted eight wells with depths of 70 to 130 m showed good agreement with the recovery theory. The mean hydraulic conductivities (K) of the aquifers for the eight wells are 1.62 × 10 to 9.06 × 10 m/s, and the thicknesses are 18.8 to 46.1 m. The thicknesses of the aquitards are 11.3 to 42.0 m. Under the isotropic assumption for K, the estimated values of K for the aquitards are 3.0 × 10 to 2.1 × 10 m/s, corresponding to a silty medium. The results match the values obtained for the geological material of the drilling core and those reported in previous studies. The estimated values were combined with those given in previous studies to determine the distribution of K in the first two aquitards in the JRAF. The distribution patterns of the aquitards reflect the sedimentary environments and fit the geological material. The proposed technique can be used to evaluate the K value of aquitards using inverse methods. The inversion results can be used in hydrogeological analyses, contaminant modeling, and subsidence evaluation.
由于监测井通常是为了地下水资源管理而安装在含水层中,因此很难获得隔水层的水力特性。地震引起的地壳应力(应变)会在短时间内触发大面积的地下水位变化。这些地下水异常可用于研究含水层系统。本研究使用多孔弹性模型来拟合由集集地震触发的地下水位震后变化,以评估台湾浊水溪冲积扇(JRAF)中隔水层的水力特性。所采用的8口深度为70至130米的井中有6口与恢复理论吻合良好。这8口井含水层的平均水力传导率(K)为1.62×10至9.06×10米/秒,厚度为18.8至46.1米。隔水层的厚度为11.3至42.0米。在K的各向同性假设下,隔水层K的估计值为3.0×10至2.1×10米/秒,相当于粉质介质。结果与钻孔岩芯地质材料获得的值以及先前研究报告的值相符。将估计值与先前研究给出的值相结合,以确定JRAF中前两个隔水层的K分布。隔水层的分布模式反映了沉积环境并与地质材料相符。所提出的技术可用于使用反演方法评估隔水层的K值。反演结果可用于水文地质分析、污染物建模和沉降评估。