Key Lab of Submarine Geosciences and Prospecting Techniques, MOE and College of Marine Geosciences, Ocean University of China, Qingdao 266100, China; Laboratory of Marine Geology and Environment, Qingdao National Laboratory for Marine Science and Technology, Qingdao 266237, China.
Guangdong Bureau of hydrology, Guangzhou 510150, China.
Sci Total Environ. 2021 Apr 15;765:144172. doi: 10.1016/j.scitotenv.2020.144172. Epub 2020 Dec 17.
The relative contributions of decreased upstream sediment loads and local estuarine engineering activities to the estuarine channel geometry are poorly understood. In this study, we analyze the hydrological changes and identify the location, duration and intensity of the estuarine engineering activities based on the channel morphologic changes from 1965 to 2017 at the five stations in the Pearl River Estuary. Thereafter, the Mann-Kendall (M-K) statistical test, empirical orthogonal function (EOF) tests, and channel geometry reconstruction based on the hydrological coefficient were performed to quantitatively estimate the relative contributions from upstream dam construction and estuarine engineering activities. The results show that the geometric changes in the five transects over the last 50 years could be divided into three stages. Stage I extends over approximately 23-33 years at the different channel transects, during which the channel geometries were mainly influenced by natural factors, with a balance between erosion and deposition. Stage II occurred during the next 11-20 years and the changes in the cumulated water depth in comparison to the values in the previous adjacent years at this stage are approximately 5-25 times the values in stage I. The human activities (e.g., sand excavation) contribute to >70-90% of the extreme geometric changes. Stage III lasted for <3-11 years in the different transects with a slight depositional trend, and policies regulating sand excavation were implemented during this stage. The rapid increase in the channel area and water depth caused by sand excavation can cause the downcutting of the riverbed, a decrease in the water level, and redistribution of the water and sediment discharge. Therefore, the monitoring, simulation and analysis of the variation in the typical channel geometry over the long term provide important means to understand the human activities occurring and insights for future sustainable estuarine management.
减少上游泥沙负荷和当地河口工程活动对河口航道几何形状的相对贡献了解甚少。本研究基于珠江河口五个站位从 1965 年至 2017 年的河道形态变化,分析了水文变化,确定了河口工程活动的位置、持续时间和强度。然后,采用 Mann-Kendall(M-K)统计检验、经验正交函数(EOF)检验以及基于水文学系数的河道几何形状重建,定量估计上游大坝建设和河口工程活动的相对贡献。结果表明,过去 50 年来五个断面的几何变化可分为三个阶段。第一阶段在不同的河道断面大约持续 23-33 年,期间河道几何形状主要受自然因素影响,侵蚀和沉积处于平衡状态。第二阶段持续了接下来的 11-20 年,与前一个相邻年份相比,本阶段的累积水深变化约为第一阶段的 5-25 倍。人类活动(如采砂)对极端几何变化的贡献超过 70-90%。第三阶段在不同的断面持续了<3-11 年,呈轻微淤积趋势,本阶段实施了调节采砂的政策。采砂引起的河道面积和水深的快速增加会导致河床下切、水位下降以及水沙排放的重新分配。因此,对典型河道几何形状长期变化的监测、模拟和分析提供了理解人类活动发生和未来可持续河口管理的重要手段。