基于球形地球孔隙弹性潮汐理论的井水位固体潮模拟

Modeling of Well-Level Tides Based on Poroelastic Tidal Deformation Theory for a Layered Spherical Earth

  • 摘要: 井水位变化观测已广泛应用于潮汐、大气负荷、地震等不同地球动力过程以及对含水层参数反演的研究中,并且其观测成本较低,因此对井水位变化及机制的研究具有非常重要的科学意义。井水位的潮汐变化是井水水位变化的重要组成部分,它是对日、月等天体引潮力作用于地球的响应。鉴于现有的井水位潮汐理论比较简单,有必要更好地认识井水位对引潮力的响应机制及其变化特征。不同于传统的井水位潮汐理论,从分层球形地球的孔隙弹性变形理论出发,综合考虑地球的重力-弹性变形和流体-固体耦合效应,利用帕斯卡定理研究井水位固体潮现象。同求解地球在引潮力作用下的变形边值问题,计算了井水位响应的潮汐勒夫数,并模拟了井水位固体潮。结果表明,井水位固体潮幅度可到数十厘米,相对于引潮位其相位表现为滞后,范围在约-150°~-180°之间,与潮波频率相关。井水位固体潮的振幅和相位都与含水层介质的渗透系数密切相关,如果渗透系数足够小,则井水位的潮汐响应趋于不排水态,即其仅与介质的体应变相关;随着渗透系数增大,潮汐振幅逐渐减小;随着水井深度的增大,潮汐响应愈加明显。该研究未考虑井孔对结果的影响,该影响随着孔半径的减小而减小。

     

    Abstract:
    Objectives Observations of well-level, with low cost, has been utilized in different dynamic processes such as tides, air pressure loading and earthquakes and inversion of aquifer parameters, which shows great scientific importance of studying well-level change and its mechanisms. Tidal variation of well-level is one of dominant components of well-level changes, which is the response of the well level to Earth's deformation due to tide generating force exerted by the Moon, the Sun and other planets. Since the current theory for well-level tides is simple, it is necessary to better understand the mechanisms and characteristics of well-level tides.
    Methods Unlike the traditional tidal theory of well-level for the half-space model, here we apply the poroelastic model for a layered spherical Earth, which considers the elasto-gravitational deformation and solid-fluid coupling effect of the Earth materials, to study the phenomenon of well-level tides according to Pascal's law. Therefore, the boundary value problem of the poroelastic deformation of the Earth is solved with the boundary condition results from tide generating force.
    Results The tidal Love numbers are computed and the well-level tides are modeled. The results show that the magnitude of well-level tides can reach tens of centimeters with a phase lag in the range from about -150° to -180°, as compared to the tide generating force. The amplitude and phase are both highly dependent on permeability coefficient of the aquifer. If the permeability is small enough, the tidal response of the well-level approaches to that of the undrained status, for which excess pore pressure is simply linear with the volumetric strain. The amplitude decreases with respect to the increasing permeability coefficient while it increases with respect to the increasing depth of the well.
    Conclusions The amplitude of the well-level tides dependent not on whether the aquifer is confined or unconfined but on the magnitude of the permeability coefficient. It is noted that the effect of the well screen is not considered, which might affect the numerical results. Nevertheless, this effect decrease with the decreasing radius of the well.

     

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