Sandy riverbed shoal under anthropogenic activities: The sandy reach of the Yangtze River, China

被引:27
|
作者
Yang, Yunping [1 ,2 ]
Zheng, Jinhai [2 ]
Zhang, Mingjin [1 ]
Zhu, Lingling [3 ]
Zhu, Yude [1 ]
Wang, Jianjun [1 ]
Zhao, Weiyang [4 ]
机构
[1] Minist Transport, Tianjin Res Inst Water Transport Engn, 2618 Xingang 2 Rd, Tianjin 300456, Peoples R China
[2] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Peoples R China
[3] Changjiang Water Resources Commiss, Bur Hydrol, Wuhan 430010, Peoples R China
[4] China Railway Major Bridge Reconnaissance Design, Wuhan 430072, Peoples R China
基金
中国国家自然科学基金;
关键词
Riverbed morphology; Evolution of sandbar linkage; Waterway regulation; The China Three Gorges Project; Yangtze River; 3 GORGES DAM; YICHANG-CHENGLINGJI REACH; JINGJIANG REACH; DOWNSTREAM; CHANGJIANG; ADJUSTMENTS; EVOLUTION; DISCHARGE; IMPACTS; DELTA;
D O I
10.1016/j.jhydrol.2021.126861
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Large-scale reservoirs change downstream water and sediment conditions, causing adaptive adjustments in erosion and deposition along the riverbed, ultimately impacting sandbar morphology. This study examined the sandy reaches downstream of the China Three Gorges Project along the Yangtze River for river erosion and siltation, riverbed morphology, beach evolution, and other physical processes over the past 40 years, to explain the evolution of river geomorphology under human activities, such as reservoirs, improvement projects, and sand mining. The Shashi reach is approximately 52 km in length; it is the first sandy riverbed downstream of the China Three Gorges Dam. Analysis of topographic data from 1975 to 2018 showed that decreased sediment from the basin resulted in increased riverbed erosion (93.1%, in low-water channel), with sand mining activities destroying the integrity of the central bar. Simultaneously, total sandbar area decreased, thalwegs deepened, river morphological coefficients decreased, and the riverbed became narrower and deeper. The erosion and deposition patterns of the Shashi reach beach and channel have changed from "low shoal erosion-high shoal deposition" to "both low and high shoal erosion". Additionally, waterway engineering has changed sandbar boundaries, and impacted the evolution of interactions among beach groups. Under quasi-natural conditions, strong interactions occur in sandbar evolution, such as the development of the Taipingkou Channel Bar (TPKCB), which led to Lalinzhou Point Bar (LLZPB) erosion, tail section widening, as well as Sanbatan (SBT) shrinkage and recession of its eastward edge. Owing to the implementation of waterway engineering, the linkage between the TPKCB and the upper section of the LLZPB weakened. The widening of the lower section of the latter has caused the SBT to shrink further and shift westward. Changes in the morphologies and dynamic axes of upstream beach groups have resulted in a sharp reduction of incoming sediment causing the downstream Jinchengzhou Point Bar (JCZPB) to gradually evolve into a shrunken channel bar.
引用
收藏
页数:17
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