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长江口年代际冲淤演变趋势预测与应对策略
引用本文:栾华龙,丁平兴,姚仕明,渠庚,柴朝晖,雷文韬.长江口年代际冲淤演变趋势预测与应对策略[J].应用海洋学学报,2022,41(3):491-499.
作者姓名:栾华龙  丁平兴  姚仕明  渠庚  柴朝晖  雷文韬
作者单位:长江科学院河流研究所,湖北 武汉 430010;水利部长江中下游河湖治理与防洪重点实验室,湖北 武汉 430010;华东师范大学河口海岸学国家重点实验室,上海 200062
基金项目:国家重点研发计划中荷政府间合作资助项目(2016YFE0133700);国家自然科学基金委 中华人民共和国水利部 中国长江三峡集团有限公司长江水科学研究联合基金资助项目(U2040202);国家自然科学基金资助项目(42006156,52009008);中央级公益性科研院所基本科研业务费资助项目(CKSF2021530/HL);流域水治理重大科技问题研究资助项目(CKSC2020791/HL)
摘    要:受流域来水来沙条件变化及河口大型工程建设的综合影响,长江口呈现新的冲淤格局,为预测未来演变趋势,本研究基于前期研究中建立的长江口年代际冲淤演变预测模型(Delft3D),未来情景考虑不同来沙量条件和相对海平面上升速率。预测结果表明,到2035年长江口整体以冲刷为主,口内河段主槽和浅滩边缘冲刷较明显,仅高滩局部淤积;到2050年口内河段保持净冲刷状态,拦门沙地区在现状来沙量条件下略有淤积,但在极端低来沙量条件下转变为净冲刷状态,海平面上升对拦门沙地区冲刷具有一定抵消作用,但不会使冲淤状态产生本质改变。本研究分析认为,长江口局部区域未来冲淤趋势可能对河口综合治理与保护产生不利影响,针对新格局条件下的滩槽河势稳定、重要洲滩保护、重大工程安全评估、冲刷致灾研判以及海堤防护标准再评估等方面提出了对策建议,可为新时期长江口综合治理与可持续发展提供参考。

关 键 词:海洋地质学  冲淤演变  年代际  数值模拟  趋势预测  应对策略  长江口

Prediction and coping strategies of decadal morphological evolution of the Changjiang Estuary
LUAN Hualong,DING Pingxing,YAO Shiming,QU Geng,CHAI Zhaohui,LEI Wentao.Prediction and coping strategies of decadal morphological evolution of the Changjiang Estuary[J].Journal of Applied of Oceanography,2022,41(3):491-499.
Authors:LUAN Hualong  DING Pingxing  YAO Shiming  QU Geng  CHAI Zhaohui  LEI Wentao
Institution:River Research Department, Changjiang River Scientific Research Institute, Wuhan 430010, China;Key Laboratory of River and Lake Regulation and Flood Control in the Middle and Lower Reaches of the Changjiang River of Ministry of Water Resources, Wuhan 430010, China;State Key Laboratory of Estuarine and Coastal Research, East China Normal University, Shanghai 200062, China
Abstract:Under the combined influence of the changes of water and sediment conditions in the river basin and the construction of large scale projects in the estuary, the Changjiang Estuary presents a new pattern of erosion and deposition. In order to predict the evolution, the morphological numerical model (Delft3D) of the Changjiang Estuary established in our previous study was used, and future scenarios with different river sediment discharge and relative sea level rise were considered. The results show that the Changjiang Estuary will undergo overall erosion by 2035, especially in the main channel and at the edge of the shallow shoals. Accretion will only occur at local areas of shoals. By 2050, the inner estuary will maintain net erosion, while the mouth bar area will show slightly net accretion under the condition of current sediment discharge. However, it will convert to net scour under the condition of extremely low sediment discharge. Sea level rise will only partly offset net erosion of the mouth bar area, and will not change the accretion/erosion status. It is suggested that the future evolution in some areas of the Changjiang Estuary may have adverse effects on the comprehensive management and protection of the estuary. Therefore, countermeasures and suggestions are put forward for the channel shoal stability, protection of important tidal flats, safety assessment of major projects, assessment of scour induced disasters and reevaluation on the defense standard of coastal levee under the new pattern conditions. This research can provide reference for comprehensive control and sustainable development of the Changjiang Estuary in the new era.
Keywords:marine geology  morphological evolution  decadal  numerical modelling  trend prediction  coping strategies  Changjiang Estuary
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