Electronic Supplementary Material for: "Paleoecology indicates wave conditions as key factor in coral reef development"

This zipped data repository accompanies the paper "Paleoecology indicates wave conditions as key factor in coral reef development". SM-1: Orthomosaics and associated quality reports from AgiSoft Metashape The orthomosaics referenced in this paper are detailed in the Excel file "Table SM-1". Orthomosaics are organized by respective island and available as a .TIFF file. Each project is then accompanied by a corresponding quality report generated using AgiSoft Metashape Professional edition (version 2.1.0 build 17532). SM-2: dGNSS Data All processed differential GNSS survey points are outlined in the Excel file “Table SM-2”. EMLID Studio was used for the primary GNSS post processing. In the Stop-and-Go function within the app, GPS and GLONASS signals were processed using the Fix and Hold setting for Integer Ambiguity Resolution. On Aruba, base station data is provided by EarthScope Consortium (was UNAVCO). Archived RENIX streams were downloaded for station ID CN19, located at the northern tip of Aruba. (https://data.unavco.org/archive/gnss/logs/cn19log.txt) Base Receiver Type : TRIMBLE NETR9 Satellite System : GPS Serial Number : 5219K84957 Firmware Version : 5.42 Elevation Cutoff Setting : deg Date Installed : 2020-03-06T23:11Z Temperature Stability. : none Ellipsoid to EGM08 (Geoid elevation) calculated on https://www.unavco.org/software/geodetic-utilities/geoid-height-calculator/geoid-height-calculator.html Final positions for each measurement were also filtered and only FLOAT and FIX quality positions were used to establish the final corrected position. The column Elev. Final (m) represents the Emlid studio rover corrected elevation translated to EGM08. Easting RMS, Northing RMS and Ellipsoid RMS are 2-simga outputs from Emlid Studio. The final Elevation RMS [termed Combined Elevation RMS] is the RMS of the max EGM08 cubic interpolation and quantization errors (0.0022 m) combined with the Ellipsoid RMS output from Emlid Studio. RMS represent 95%. SM-3: 124 ka atmospheric circulation model parameters and output The annual mean U- and V- components of the 10 m wind velocity model outputs for the 124 ka and pre-industrial model (PI) are provided as netCDF files under /SM-3 Wind_Models/. SM-4: Hydrodynamic model set-up and output Delft 3D model set-ups and outputs for the 127 ka, 124 ka, and PI hydrodynamic models are organized into respective sub-folders under /SM-4 Wave_Models/.本压缩数据包配套于论文《古生态学表明波浪条件是珊瑚礁发育的关键影响因素》。 SM-1：来自AgiSoft Metashape的正射影像拼接图及相关质量报告 本文提及的正射影像拼接图详情见于Excel文件《表SM-1》。正射影像拼接图按所属岛屿分类，以TIFF格式文件提供。每个项目均附带由AgiSoft Metashape专业版（版本2.1.0 build 17532）生成的对应质量报告。 SM-2：差分全球导航卫星系统（dGNSS）数据 所有经处理的差分GNSS测量点详情见于Excel文件《表SM-2》。本次GNSS后处理主要采用EMLID Studio完成。在该软件的Stop-and-Go（停走模式）功能中，GPS与GLONASS信号采用Fix and Hold（固定保持）设置进行整周模糊度解算。 在阿鲁巴岛，基准站数据由地球科学联合体（EarthScope Consortium，原名为UNAVCO）提供。我们下载了位于阿鲁巴岛北端的CN19测站的存档RENIX数据流。（数据来源链接：https://data.unavco.org/archive/gnss/logs/cn19log.txt） 基准接收机类型：TRIMBLE NETR9 卫星系统：GPS 序列号：5219K84957 固件版本：5.42 高度角截止设置：度（原文此处缺失具体数值，保留原样） 安装日期：2020-03-06T23:11Z 温度稳定性：无 椭球高程至EGM08（大地水准面高程）的转换计算通过https://www.unavco.org/software/geodetic-utilities/geoid-height-calculator/geoid-height-calculator.html完成。 同时对各次测量的最终坐标进行了滤波处理，仅保留FLOAT（浮点解）与FIX（固定解）质量等级的坐标以生成最终修正后坐标。 表格中Elev. Final (m)（单位：米）列代表经EMLID Studio流动站修正后、转换至EGM08基准的高程。东向均方根误差（Easting RMS）、北向均方根误差（Northing RMS）与椭球高程均方根误差（Ellipsoid RMS）均为EMLID Studio输出的2σ结果。最终高程均方根误差（命名为组合高程均方根误差，Combined Elevation RMS）为EGM08三次插值与量化误差最大值（0.0022米）与EMLID Studio输出的椭球高程均方根误差的组合均方根。此处均方根误差代表95%置信水平。 SM-3：124 ka大气环流模型参数与输出结果 本文提供了124 ka与前工业时代（PI）模型中10米高度风速的U、V分量年平均值，以netCDF格式文件存储于/SM-3 Wind_Models/路径下。 SM-4：水动力模型设置与输出结果 针对127 ka、124 ka及前工业时代（PI）的水动力模型，其Delft 3D模型的设置文件与输出结果已按类别整理至/SM-4 Wave_Models/路径下的对应子文件夹中。