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The sensitivity of surface mass loading displacement response to perturbations in the elastic structure of the crust and mantle

机译:表面质量载荷位移对地壳和地幔弹性结构扰动的响应

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摘要

Surface mass loads generate a rich spectrum of deformation responses in the solid Earth that might be exploited to probe the material properties of the crust and mantle. Here we present a detailed examination of load-induced surface displacements and their sensitivities to systematic perturbations in elastic Earth structure. We compute Love numbers and displacement load Green's functions (LGFs) by integrating the equations of motion for spheroidal deformation of a radially heterogeneous and self-gravitating Earth. Sensitivity kernels are derived for individual Love numbers numerically using finite differences and quasi-analytically using calculus of variations. We then generate sensitivity kernels for displacement LGFs by systematically perturbing the preliminary reference Earth model. We find that displacement LGFs are most sensitive to elastic structural perturbations within 500 km depth from the surface and for short source-receiver distances. For separate perturbations to the shear modulus, bulk modulus, and density within the crust and mantle, the sensitivity kernels exhibit unique patterns, consistent with the possibility to constrain the parameters independently given a spatially distributed set of sufficiently accurate loading response observations. The sensitivity to density structure, however, is generally weak in comparison to elastic structure. We also examine the sensitivity of surface displacements caused by M_2 ocean tidal loading (OTL) to systematic perturbations in the elastic moduli and density. Since OTL-induced surface displacements are load and site dependent, we focus on high-resolution profiles across Iceland as a case study. The sensitivity kernels constitute a key element in the formulation of the inverse problem with application to geodetic tomography.
机译:表面质量载荷在固体地球中产生丰富的形变响应谱,可用于探测地壳和地幔的材料特性。在这里,我们对载荷引起的表面位移及其对弹性地球结构中的系统扰动的敏感性进行详细检查。我们通过积分运动方程来计算洛夫数和位移载荷格林函数(LGFs),以计算径向异质自重地球的球状变形。灵敏度内核是针对单个Love数值使用有限差分进行数值导出的,而准解析则是使用变化演算来导出的。然后,我们通过系统地干扰初步参考地球模型来生成位移LGF的灵敏度核。我们发现,位移LGF对地表500 km深度内的弹性结构扰动和短距离的源-接收器距离最敏感。对于地壳和地幔中的剪切模量,体积模量和密度的单独扰动,灵敏度内核显示出独特的模式,这与在给定空间分布的一组足够准确的载荷响应观测值的情况下独立约束参数的可能性一致。然而,与弹性结构相比,对密度结构的敏感性通常较弱。我们还检查了由M_2海洋潮汐载荷(OTL)引起的表面位移对弹性模量和密度的系统扰动的敏感性。由于OTL引起的表面位移与载荷和位置有关,因此我们以冰岛为例研究高分辨率剖面。灵敏度核构成反问题的公式化的关键要素,并应用于大地层析成像。

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