帮助 关于我们

返回检索结果

三峡水库蓄水后荆江洲滩变化特征
Evolution of floodplains and bars at the Jingjiang reach of Yangtze River, China in response to Three Gorges Reservoir impoundment

查看参考文献41篇

薛兴华 1,2   常胜 1,2   宋鄂平 1,2  
文摘 目前对三峡水库蓄水后荆江河段的洲滩演变还缺乏完整认识。基于三峡水库蓄水前后枯水期遥感影像,分析了荆江洲滩的冲淤变化与分布及形态演变。结果表明,蓄水后荆江洲滩总面积持续冲刷减小,累计冲刷4.56 km~2,大部分发生在蓄水后前6年(冲刷速率0.55 km~2/a)。上、下荆江洲滩的冲淤演变存在差异性。上荆江洲滩总面积一直处于冲刷萎缩中,且其强度明显大于下荆江,累计冲刷6.46 km~2;下荆江前期(2002-2009年)冲刷、后期(2009-2015年)淤增,累计淤1.90 km~2。在冲淤分布上,上荆江凸岸滩持续冲刷萎缩,凹岸滩前期冲刷、后期略有淤增,心滩(洲)前期淤积增长而后期冲刷萎缩;下荆江主要是凸岸滩冲刷,凹岸滩和心滩(洲)有所发展。根据滩体位置活动和冲淤动态性,荆江心滩(洲)演变被划分为8种典型类型。在形态演变上,上荆江以凸岸突出滩体和边滩发育的凹岸滩冲刷显著,形态变化不大。下荆江凸岸滩上游弯侧冲蚀后退、湾顶退缩、下游弯侧淤积伸长,形态趋向低弯扁平化,在高弯曲特定河湾平面形态格局下凸岸冲刷—淤积过程延伸到相邻河湾凹岸,成为下荆江凹岸滩和心滩淤积发展的重要因素,但淤积一般不越过凹岸湾顶。
其他语种文摘 At present, there is a lack of sufficient understanding of the evolution of floodplains and bars (FB) at the Jingjiang reach of Yangtze River after Three Gorges Reservoir impoundment. The erosion/accretion pattern and morphological evolution of FB at the Jingjiang reach were studied using remote sensing images acquired in low water periods before and after Gorges Reservoir impoundment. The results showed that the total area of FB at the Jingjiang reach shrank continually after the reservoir impoundment. By 2015 an area of 4.56 km~2 had been scoured away, and most of the scour occurred within the first 6 years after the impoundment at an erosion rate of 0.55 km~2/a. There were evident differences in erosion/ accretion pattern and in morphological evolution between the upper and lower sections of Jingjiang reach. The total area of FB at the upper Jingjiang has continually decreased due to scouring after the impoundment, and the scouring intensity was greater than that in the lower Jingjiang. In contrast, erosion of the lower Jingjiang took place in the early period after the impoundment (2002- 2009), but accretion was observed in the later period (2009- 2015). In erosion/accretion distribution, the floodplains of upper Jingjiang reach were continually scoured and shrunk while the bars at concave banks were scoured in the early period but were accreted slightly in the later period; the mid-channel bars of upper Jingjiang were accreted in the early period but were scoured in the later period. In contrast, erosion mainly occurred at the floodplains of lower Jingjiang, while the bars at its concave banks and mid-channel bars were accreted. The mid-channel bar evolution at the Jingjiang reach after the reservoir impoundment was classified into eight types according to their position movement and erosion/accretion dynamics. On morphological evolution, the protruding parts of floodplains and the bars at concave banks of the upper Jingjiang were visibly eroded, while the morphology changed little. At the lower Jingjiang, however, the floodplains evolution had a characteristic pattern that the upstream part was eroded back, with a shrinkage of the top, while the downstream part was accreted, resulting in the alteration of convex bank from a highly curved morphology to a flattening- curved morphology. This erosion- accretion process of floodplains at the upstream convex bank even extended to the adjacent downstream concave bank when there was no obvious straight section connecting the neighboring highly curved bends or when the upstream convex bank shared the same bank with the downstream concave bank. Extension of upstream floodplain accretion to the downstream concave bank was an important reason for the development of both the bars at concave banks and the mid-channel bars at the lower Jingjiang. Generally, the accretion at the concave bank did not span to the top of concave bank.
来源 地理学报 ,2018,73(9):1714-1727 【核心库】
DOI 10.11821/dlxb201809008
关键词 地貌效应 ; 洲滩 ; 冲淤动态 ; 形态演变 ; 荆江 ; 三峡水库
地址

1. 湖北民族学院林学园艺学院, 恩施, 445000  

2. 生物资源保护与利用湖北省重点实验室, 生物资源保护与利用湖北省重点实验室, 恩施, 445000

语种 中文
文献类型 研究性论文
ISSN 0375-5444
学科 水利工程
基金 国家自然科学基金项目 ;  湖北民族学院博士启动基金项目
文献收藏号 CSCD:6322271

参考文献 共 41 共3页

1.  Legleiter C J. Downstream effects of recent reservoir development on the morphodynamics of a meandering channel: Savery Creek,Wyoming, USA. River Research and Applications,2015,31(10):1328-1343 CSCD被引 4    
2.  Osterkamp W R. Downstream effects of dams on channel geometry and bottomland vegetation: Regional patterns in the Great Plains. Wetlands,1998,18(4):619-633 CSCD被引 6    
3.  Shields Jr F D. Reservoir effects on downstream river channel migration. Environmental Conservation,2000,27(1):54-66 CSCD被引 21    
4.  Williams G P. Downstream effects of dams on alluvial rivers. US Geological Survey, Professional Paper,1984:1-88 CSCD被引 1    
5.  周志德. 水库下游河床冲刷下切问题的探讨. 泥沙研究,2003(5):28-31 CSCD被引 8    
6.  Brandt S A. Classification of geomorphological effects downstream of dams. Catena,2000,40(4):375-401 CSCD被引 30    
7.  王随继. 黄河流域河型转化现象初探. 地理科学进展,2008,27(2):10-17 CSCD被引 26    
8.  许炯心. 黄河下游游荡河段清水冲刷时期河床调整的复杂响应现象. 水科学进展,2001,12(3):291-299 CSCD被引 7    
9.  陈建国. 小浪底水库运用十年黄河下游河道的再造床. 水利学报,2012,43(2):127-135 CSCD被引 26    
10.  师长兴. 黄河内蒙河段河床冲淤演变特征及原因. 地理研究,2013,32(5):787-796 CSCD被引 12    
11.  王随继. 黄河银川平原段河岸摆动速率变化及原因. 地理学报,2014,69(3):399-408 CSCD被引 10    
12.  龚国元. 汉江丹江口水库下游河床演变. 地理研究,1982,1(1):69-78 CSCD被引 3    
13.  许炯心. 汉江丹江口水库下游河床调整过程中的复杂响应. 科学通报,1989,34(6):450-452 CSCD被引 12    
14.  周成成. 三峡水库蓄水后荆江河段河床冲淤及水位变化特点分析. 中国水运,2014(5):52-53 CSCD被引 4    
15.  夏军强. 三峡工程运用后荆江河段平滩河槽形态调整特点. 浙江大学学报(工学版),2015,49(2):238-245 CSCD被引 17    
16.  薛兴华. 三峡水库运行后荆江段河湾平面形态演变特征. 水力发电学报,2017,36(6):12-22 CSCD被引 4    
17.  李明. 三峡工程运用后坝下游分汊型河道演变与调整机理研究. 泥沙研究,2017,42(6):1-7 CSCD被引 15    
18.  梅艳国. 黄河临河辫状河段心滩变化及其影响因素分析. 水土保持研究,2017,24(3):157-163,169 CSCD被引 5    
19.  李志威. 三峡水库蓄水前后长江中下游江心洲的演变及其机理分析. 长江流域资源与环境,2015,24(1):65-73 CSCD被引 17    
20.  Ran Lishan. Channel change at Toudaoguai Station and its responses to the operation of upstream reservoirs in the upper Yellow River. Journal of Geographical Sciences,2010,20(2):231-247 CSCD被引 34    
引证文献 9

1 龙睿 长沙综合枢纽蓄水后望城饮用水源地水质变化及其评价 环境化学,2019,38(8):1882-1890
CSCD被引 3

2 赵维阳 三峡大坝下游近坝段沙质河床形态调整及洲滩联动演变关系 水科学进展,2020,31(6):862-874
CSCD被引 11

显示所有9篇文献

论文科学数据集
PlumX Metrics
相关文献

 作者相关
 关键词相关
 参考文献相关

版权所有 ©2008 中国科学院文献情报中心 制作维护:中国科学院文献情报中心
地址:北京中关村北四环西路33号 邮政编码:100190 联系电话:(010)82627496 E-mail:cscd@mail.las.ac.cn 京ICP备05002861号-4 | 京公网安备11010802043238号