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近50年来荆江监利段河床平面及断面形态调整特点 被引量:5

Variations in planform and cross-sectional geometries of the Jianli reach over the past fifty years
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摘要 利用近50年来实测水沙及地形等资料,采用河段平均的方法,详细计算了监利段河床平面及断面形态的调整过程,主要包括河道深泓线及岸线变化、平滩河槽形态调整及其与前期水沙条件之间的关系.计算结果表明:上车湾裁弯后监利河段河势调整剧烈,其河段尺度的年均深泓摆幅约为35.1 m/a,20世纪90年代因该河段高水位历时较长深泓摆幅增至45.4 m/a,三峡工程运用后受护岸工程影响该值降至32.8 m/a.2002~2013年监利河段年均崩退速率约为14.3 m/a,岸线累计崩长达15.4 km,其中左岸占64%;荆江门、七弓岭及观音洲河湾的凸岸发生崩退,岸线崩长占河段崩岸总长的43%.目前该河段的曲折系数稳定在2.02,而局部河段——七弓岭河湾的曲折系数随八姓洲狭颈逐步缩窄增至3.82,有发生自然裁弯趋势.监利河段典型崩岸断面的平滩河宽可随水沙条件的改变迅速做出响应,但由于大规模护岸工程的修建,河段尺度的平滩河宽变化不大;断面形态调整主要表现在河段平滩水深变化方面,已累计增加约0.9 m,相应平滩面积增加近6.6%,且二者均与前5年汛期平均的水流冲刷强度密切相关.此外在持续冲刷过程中,监利段河床纵比降趋于调平,目前稳定在4.35×10^(-5)左右,河床在纵深方向上趋于稳定. The 94.5 km long Jianli reach is located in the most strikingly meandering section of the Middle Yangtze River, from Tashiyi to Chenglingji. Over the recent fifty years, this reach has experienced significant channel evolution in response to the altered flow-sediment regime entering the study reach caused by the implementation of artificial cut-off at Shangchewan, the construction of bank revetment works and the operation of the Three Gorges Project(TGP). In this study, a reach-averaged method was used to describe the bankfull channel geometry(usually represented by bankfull width, depth and area) due to the significant longitudinal variability in the cross-sectional geometry, which integrates a geometric mean based on the log-transformation with a weighted average based on the spacing between two consecutive sections. Because of the limited accuracy of cross-sectional profiles measured prior to the TGP operation, the reach-scale bankfull channel dimensions in the Jianli reach were calculated only for the post-dam period. Based on the measured topographic and hydrological data in 1969–2015, the processes of channel evolution in the Jianli reach were investigated mainly from the adjustments in planform and cross-sectional geometries. It is discovered from the variation in planform geometry that:(1) the Shangchewan cut-off caused the river regime to adjust significantly and the average annual thalweg migration rate at reach-scale was 35.1 m/a in 1969–1987; then the effect of this artificial cut-off reduced gradually and the channel self-adjustment basically completed, with the mean migration rate decreasing to 20.2 m/a in 1987–1993, while it increased to 45.4 m/a over the period 1993–1998 due to the high flows occurring in the 1990s; the mean thalweg migration rate decreased to 32.8 m/a, because of the effect of various bank-revetment works after the TGP operation;(2) the process of bankline migration in the Jianli reach was remarkable since the TGP operation, with the average annual bank erosion rate of 14.3 m/a and the cumulative bank erosion length of 15.4 km; 64% of the riverbank erosion regions were located on the left side, and severe bank retreat processes occurred at convex banks, accounting for 43% of the whole riverbank erosion regions in the Jianli reach; and(3) a nature cut-off may occur in the Qigongling bend since its sinuosity has been greater than 3.8, approximately two times the sinuosity of the whole channel. The variation in cross-sectional geometries indicates that: although there were significant bank erosion processes in local regions, the channel evolution was mainly characterised by the variation in bankfull depth after the TGP operation, with the increased reach-scale bankfull depth of 0.9 m and thus an increase of 6.6% in the reach-scale bankfull area. Furthermore, empirical relationships were developed between the bankfull width at a section with severe bank erosion, the reach-scale bankfull channel dimensions(depth, area) and the previous five-year average fluvial erosion intensity during flood seasons, with correlations degrees of greater than 0.80. Therefore, the proposed empirical relationships can be used to reproduce the adjustment tendency of the bankfull geometry in the study reach. Finally, the Jianli reach tends to be more stable in the longitudinal channel profile after the TGP operation, with the longitudinal channel slope of 4.35×10-(-5) being formed.
出处 《科学通报》 EI CAS CSCD 北大核心 2017年第23期2698-2708,共11页 Chinese Science Bulletin
基金 国家自然科学基金(51579186 51339001) 国家重点研发计划课题(2016YFC0402303/05)资助
关键词 河床调整 断面形态 平面形态 监利河段 三峡工程 channel adjustment variation in cross-sectional geometry variation in planform geometry Jianli reach Three Gorges Project
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