Data for: Crustal rheology of southern Tibet constrained from lake-induced viscoelastic deformation

The data locations discussed in the text and in the supplements are available as XYZ files (Longitude / Latitude, in decimal degrees and elevation extracted from AW3D30 DEM). 3 datasets are presented: “Zhari_1” (1914 paleoshorelines location around Zhari Nam Tso), “Zhari_2” (31 samples location picked on the paleoshoreline shown Supplementary Figure A.1) and “Siling_1” (474 paleoshorelines location around Siling Tso). We also provide the best model output from Doin et al., 2015 (Supplementary Figure F.1) used in this study to analyse the ground deformation driven by modern water level variations of Siling Tso (“Siling_2” file, including the x and y locations, the water height and the vertical displacements). This model has an elastic lid of thickness Te = 30 km overlying a viscoelastic channel of thickness L = 35 km and of viscosity η = 2.1018 Pa.s over a rigid base (modeled with a viscosity of 1025 Pa.s).文中及补充材料中提及的数据点位均以XYZ文件形式提供，其中包含以十进制度为单位的经纬度，以及从AW3D30数字高程模型（AW3D30 DEM）中提取的高程信息。本次研究共包含3组数据集：“Zhari_1”（扎日南木错周边的1914处古湖岸线点位）、“Zhari_2”（补充图A.1所示古湖岸线上选取的31处采样点位）以及“Siling_1”（色林错周边的474处古湖岸线点位）。此外，本研究还提供了Doin等人2015年提出的最优模型输出结果（对应补充图F.1），用于分析色林错现代水位变化驱动的地表形变，对应文件为“Siling_2”，该文件包含x、y坐标、水位高度及垂直位移量。该模型采用厚度Te=30 km的弹性盖层，覆盖于厚度L=35 km、黏度η=2.1018 Pa·s的黏弹性通道之上，底部为刚性基底，其建模黏度设为1025 Pa·s。