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Applying local Green’s functions to study the influence of the crustal structure on hydrological loading displacements

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  • Universtiy of Utrecht

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The influence of the elastic Earth properties on seasonal or shorter periodic surface deformations due to atmospheric surface pressure and terrestrial water storage variations is usually modeled by applying a local half-space model or an one dimensional spherical Earth model like PREM from which a unique set of elastic load Love numbers, or alternatively, elastic Green's functions are derived. The first model is valid only if load and observer almost coincide, the second model considers only the response of an average Earth structure. However, for surface loads with horizontal scales less than 2500 km², as for instance, for strong localized hydrological signals associated with heavy precipitation events and river floods, the Earth elastic response becomes very sensitive to inhomogeneities in the Earth crustal structure. We derive a set of local Green's functions defined globally on a 1° × 1° grid for the 3-layer crustal structure TEA12. Local Green's functions show standard deviations of ±12% in the vertical and ±21% in the horizontal directions for distances in the range from 0.1° to 0.5°. By means of Green's function scatter plots, we analyze the dependence of the load response to various crustal rocks and layer thicknesses. The application of local Green's functions instead of a mean global Green's function introduces a variability of 0.5–1.0 mm into the hydrological loading displacements, both in vertical and in horizontal directions. Maximum changes due to the local crustal structures are from −25% to +26% in the vertical and −91% to +55% in the horizontal displacements. In addition, the horizontal displacement can change its direction significantly. The lateral deviations in surface deformation due to local crustal elastic properties are found to be much larger than the differences between various commonly used one-dimensional Earth models.
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... Recent studies suggest that displacements produced by changes in surface mass can be highly sensitive to the local material properties and structural features of the crust and upper mantle, especially for surface loading occurring at relatively fine spatial scales (e.g.,< 2,500 km 2 ) (e.g., Dill et al., 2015;. For example, computed sensitivity kernels for the load Love number (LLNs) and load Green's function (LGFs), which describe the deformation response of the Earth to an applied unit point load, by systematically perturbing the elastic and density structure of PREM through the crust and upper mantle, finding the LGFs to be predominately sensitive to variations in elastic material properties in the upper 500 km of the Earth. ...
... For example, computed sensitivity kernels for the load Love number (LLNs) and load Green's function (LGFs), which describe the deformation response of the Earth to an applied unit point load, by systematically perturbing the elastic and density structure of PREM through the crust and upper mantle, finding the LGFs to be predominately sensitive to variations in elastic material properties in the upper 500 km of the Earth. Further, Dill et al. (2015) quantified the effect of sensitivities to local crustal structure on the deformation response to surface loading using grids of local LGFs, finding magnitudes of differences up to 25% for vertical displacement and 91% for horizontal displacement. Such sensitivities offer the possibility of tomographic studies to refine seismologically derived Earth models' structural properties when the loading source is reasonably constrained, such as the Earth's ocean tides (e.g., Ito & Simons, 2011). ...
... The uncertainty of TWS estimates associated with choice of Earth structure has only recently begun to be explored (e.g., Argus et al., 2017;Dill et al., 2015). For example, Wang et al. (2015) estimated the effect of assumed Earth structure on estimates of TWS derived from synthetic displacement and gravity observations for the Tibetan Plateau. ...
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Geodetic methods can monitor changes in terrestrial water storage (TWS) across large regions in near real‐time. Here, we investigate the effect of assumed Earth structure on TWS estimates derived from Global Navigation Satellite System (GNSS) displacement time series. Through a series of synthetic tests, we systematically explore how the spatial wavelength of water load affects the error of TWS estimates. Large loads (e.g., >1,000 km) are well recovered regardless of the assumed Earth model. For small loads (e.g., <10 km), however, errors can exceed 75% when an incorrect model for the Earth is chosen. As a case study, we consider the sensitivity of seasonal TWS estimates within mountainous watersheds of the western U.S., finding estimates that differ by over 13% for a collection of common global and regional structural models. Errors in the recovered water load generally scale with the total weight of the load; thus, long‐term changes in storage can produce significant uplift (subsidence), enhancing errors. We demonstrate that regions experiencing systematic and large‐scale variations in water storage, such as the Greenland ice sheet, exhibit significant differences in predicted displacement (over 20 mm) depending on the choice of Earth model. Since the discrepancies exceed GNSS observational precision, an appropriate Earth model must be adopted when inverting GNSS observations for mass changes in these regions. Furthermore, regions with large‐scale mass changes that can be quantified using independent data (e.g., altimetry, gravity) present opportunities to use geodetic observations to refine structural properties of seismologically derived models for the Earth's interior structure.
... However, loading effects have global implications, requiring consideration of regional anisotropy on a global scale for unified modeling worldwide. Dill et al. (2015) adopted the same approach as Wang (2000) to calculate sets of LGFs defined globally on a 1°× 1°grid, while the impacts of loading displacements obtained from different sets of LGFs/MGFs on correcting the nonlinear variations of GNSS position time series are still limited so far. Also, there is still a lack of research regarding which of the above regional/global models are more advantageous and how to make an appropriate selection. ...
... It can be found that for both PREMTEA and PREMCRU, MGFs coincides well with their LGFs for distance θ > 1.0°, which is consistent with Dill et al. (2015). However, both two sets of vertical LGFs vary greatly from point to point in the near-field region (distance θ < 0.1°), which confirms that the local crustal structure only affects the near-field part of the GF. ...
... We found that all three components get improved RMSR for both PREMTEA and PREMCRU models and PREMTEA perform slightly better than PREMCRU in all three components, especially in Europe (Section 5.3). Improvements for horizontal components are better than Up components, but we didn't find the phenomenon proposed in Dill et al. (2015) that the phase of LGFs changes of by ±180°, that is, the horizontal ATLD turns to the opposite direction, which may be due to the magnitude of ATLD being smaller to be comparable to hydrological loads. The number of improved stations, with specific counts provided in brackets, is detailed in Table 3 and right panel of Figure 11, the North components exhibit greatest further RMS reduction (85.8% and 84.3% of all 987 stations for PREMTEA and PREMCRU) after using PREMTEA and PREMCRU compared with GB model; followed by the Up components (72.9% and 72.0%) of stations; the improvements for the East components are average (55.8% and 55.5% for PREMTEA and PREMCRU). ...
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The Green's function approach is well‐established and widely used for modeling the surface mass loading displacements. Global mean Green's functions (MGFs) are commonly applied without considering local variations of the crustal structure. Derived from the modified layered Earth structure, the local Green's functions (LGFs) are theoretically beneficial to generate more accurate deformation, since they consider interior information of the local crust. This paper analyzed the differences among MGFs from Gutenberg–Bullen A model and two sets of LGFs derived from modified PREM Earth models consolidating with two crust models TEA12 and CRUST1.0, hereafter called PREMTEA and PREMCRU, respectively. Utilizing MGFs and two sets of LGFs, we modeled the corresponding 3D atmospheric loading displacements for 984 ITRF2014 stations and compared them with the ITRF2014 residuals. The results show that LGFs from PREMTEA and PREMCRU perform well in further promoting scatter reduction for ∼72%, ∼56%, and ∼85% of stations for the Up, East and North components, respectively. The improvements for the North components are significant (up to 3.6%). In particular, stations in the east coastal areas of North America and the west edge of Greenland exhibit further promoting scatter reduction for the East components (up to ∼2.5%), while those located in west coastline of North America show better performance for the North components. Nevertheless, there are significant anomalies in northern Europe for PREMCRU, the mutation margin of which should be carefully considered when using a resolution higher than 1°. In the area around station MORP (358.31°W, 55.21°N, sited at coastline of Britain), we suggest using PREMTEA model.
... Surface load change will lead to the Earth's elastic deformation (Farrell, 1972), and the crustal deformation due to multi-component land water loading can be modeled based on the EWH mass change fields in a frame of Green's function (Chanard et al., 2014;Chen, 2015). Considering the non-negligible impact of local crustal structure on loading estimate (Dill et al., 2015;Swarr et al., 2024;Wang et al., 2013), in this study, we perform the deformation convolution using the local Green's functions. Specifically, the 3-D deformation (upward, d u ; northward, d n ; eastward, d e ) at point P with colatitude θ P and longitude λ P due to the surface mass load at point Q with colatitude θ Q and longitude λ Q can be computed by convolving the load mass and the local Green's functions, as follows: ...
... where ψ PQ is the spherical distance between P, that is, (θ P , λ P ) and Q, that is, (θ Q , λ Q ); α is the azimuth of the direction from Q to P; αG v and G h are the vertical and horizontal local Green's functions respectively, which vary with both ψ PQ and the location of P. We adopt the local Green's functions from Dill et al. (2015), which are generated in the CF (center of surface figure) reference frame (Blewitt, 2003) based on the combination of the Preliminary Reference Earth Model (PREM; Dziewonski & Anderson, 1981) and a laterally variable continental crust model (named TEA12; Tesauro et al., 2012); ΔH represents the EWH fields obtained in Section 2.1, ρ is the density of water, and therefore ρΔH gives the surface density as defined in Wahr et al. (1998); R is the radius of the Earth, Ω represents the projection of the integral surface onto the unit sphere with dΩ = sinθQdθQdλQ, and therefore R 2 dΩ gives the area of the minimum integral tile. The integral surface, in our study, covers the entire TP, and a 2°(∼200 km) buffer (see Figure 1) is used to eliminate the boundary effect. ...
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... On the other hand, the global mean Green's function is derived from the Earth's average structural response (e.g., the PREM Earth model). However, for surface loads with a horizontal scale smaller than 2500 km 2 , such as strong local hydrological signals related to intense precipitation and river flooding, the Earth's response is highly sensitive to uneven crustal structures [100]. This sensitivity hinders the application of the global mean Green's function to obtain realistic local environmental loading displacements [101]. ...
... Although it is neither a layered model nor does it consider the curvature of the Earth's surface, it allows the application of local elastic properties rather than globally averaged properties, as is the case for the Preliminary Reference Earth Model (PREM) (Dziewonski & Anderson, 1981). Notably, the accuracy of PREM reduces in the Earth's outermost 50 km due to the heterogeneity of the crust and the uppermost mantle (D'Urso & Marmo, 2013;Dill et al., 2015). Here, we examine two sets of half-space Green's functions characterized by endmember Young's modulus of 6 and 50 MPa as lower and upper bounds, consistent with local geology and subsoil beneath Mexico City, which is dominated by fine-grained material, mostly silt and soft clay with lenses of sand, gravel, and hard clay (Vázquez-Guillén & Auvinet-Guichard, 2019). ...
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... Elastic surface deformations are calculated in the spatial domain by convolving loading Green's function with simulated mass distributions from ECMWF atmospheric surface pressure, MPIOM ocean bottom pressure, LSDM terrestrial water storage, and global mass balance barystatic sea level variations. Spatial calculation is performed on a 0.125 • global grid in the near-field (≤3.5 • ) and on a 2.0 • grid in the far-field (>3.5 • ) (see Dill et al. (2015) for more details). Gridded loading displacements are stored on a regular 0.5 • global grid with 24h sampling for hydrological and sea level loading (HYDL, SLEL) and 3-hourly sampling for nontidal atmospheric and oceanic loading (NTAL, NTOL) according to the time steps of the modeled mass data sets. ...
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