Dataset and script in support of the dynamics of peak head responses at Dutch canal dikes and the impact of climate change

A dataset of head observations in Dutch canal dikes covering 108 head time series at 48 different monitoring sites/canal dikes. Multiple head observations can located at one monitoring site, where piezometers are aligned within a dike cross-section, for example, measurements in the inner slope and toe of the dike. These measurements are distributed across the following Dutch regional water authorities/water boards: Hoogheemraadschap Schieland &amp; de Krimpenerwaard (HHSK), Hoogheemraadschap Delfland (DL), Hoogheemraadschap Rijnland (RL), Hoogheemraadschap Hollands Noorderkwartier (HHNK), Weterksip Fryslân (WF), Waterschap Amstel, Gooi and Vecht (AGV) and Hoogheemraadschap De Stichtse Rijnlanden (HDSR).<br>This dataset contains:An overview of the used measurements and their geographic location (CSV-file and shapefile)Hydraulic head data from piezometers (CSV-file)Rainfall and potential evaporation data (CSV-file)<br>Furthermore, the script, output data (models and figures) and other relevant data (e.g. dike characteristics and meteorological time-series data representing future climate scenarios) are shared to enhance the reproducibility of the paper: “The dynamics of peak head responses at Dutch canal dikes and the impact of climate change.<br>A readme file describes the content of every file in more detail.<br>The measurements provided have been collected from various water authorities. Users of this data should carefully consider its applicability and limitations for their specific purposes. The data may have certain constraints, such as temporal and spatial limitations, measurement accuracy, and methodological differences among the sources. For detailed information or clarifications regarding the data, users are encouraged to contact the author or the corresponding water authorities directly.Please note that data in various data management systems of water authorities or the KNMI may differ due to revalidations. Therefore, we explicitly mention that the data from HDSR were made available on 11/9/2023. This will help us identify and address any discrepancies more easily. <br>This research was supported by the STOWA and Rijkswaterstaat. Furthermore, the authors express their gratitude to all the water authorities who provided the necessary data.<br>The author appreciates being informed when using the data.

本数据集收录荷兰运河堤防的水头观测数据，涵盖48处不同监测站点/运河堤防的108条水头时间序列。同一监测站点可布设多组水头观测设备：当测压管（piezometer）沿堤防横断面布置时，可同时获取堤防内坡与堤脚等处的测量数据。本次观测数据由以下荷兰区域水利委员会提供：斯希兰与克林彭沃德水利委员会（Hoogheemraadschap Schieland & de Krimpenerwaard, HHSK）、德尔夫兰水利委员会（Hoogheemraadschap Delfland, DL）、莱茵兰水利委员会（Hoogheemraadschap Rijnland, RL）、北荷兰省水利委员会（Hoogheemraadschap Hollands Noorderkwartier, HHNK）、弗里斯兰韦特克斯普水利委员会（Weterksip Fryslân, WF）、阿姆斯特尔-古伊-费赫特水利委员会（Waterschap Amstel, Gooi and Vecht, AGV）以及斯托赫特莱茵兰水利委员会（Hoogheemraadschap De Stichtse Rijnlanden, HDSR）。

本数据集包含以下内容：所用测量数据及其地理位置概览（CSV文件与形状文件（shapefile））、测压管水力水头数据（CSV文件）、降雨与潜在蒸发量数据（CSV文件）。

此外，为提升论文《荷兰运河堤防峰值水头响应动态及气候变化的影响》的可复现性，本次共享还包含相关脚本、输出数据（模型与图表）及其他辅助数据（如堤防特性数据与代表未来气候情景的气象时间序列数据）。

本数据集附带readme文件，可详细说明各文件的内容。

本次提供的测量数据源自多家水利委员会。数据使用者应结合自身具体应用场景，审慎评估数据的适用性与局限性。该数据存在一定约束条件，包括时空局限性、测量精度差异以及不同数据源间的方法学差异。若需获取数据的详细信息或澄清细节，建议使用者直接联系论文作者或相关水利委员会。

请注意，水利委员会各数据管理系统及荷兰皇家气象研究所（KNMI）的相关数据可能因重新验证存在差异。因此我们特别说明：来自HDSR的数据于2023年9月11日提供，这将便于我们更高效地识别和解决数据不一致问题。

本研究得到荷兰水利研究基金会（STOWA）与荷兰国家水利署（Rijkswaterstaat）的资助。此外，作者谨向所有提供必要数据的水利委员会致以诚挚谢意。

作者感谢使用者在使用本数据时告知作者。