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利用弹性理论和渗流理论研究了井水位振荡试验，给出了一种计算水井含水层渗流特性参数的新方法。该方法不是用井水位的恢复曲线，而是用井水位的振荡曲线计算出水井含水层的导水系数。对５ 口水井的导水系数及其对地震波的响应进行了统计，结果表明：水井含水层的导水系数越大，井水位对地震波响应的幅度越大，响应的次数越多。
Using the theory of elasticity and seepage theory, the well water level oscillation test is studied and a new method to calculate the seepage characteristics of aquifer aquifer is given. Instead of using the recovery curve of the well water level, this method calculates the water conductivity of the well aquifer using the oscillation curve of the well water level. The results show that the larger the water conductivity coefficient of aquifer aquifer is, the larger the response of well water level to seismic wave is, and the more the response times are.