冲刷及整治工程叠加作用下武汉河段滩槽调整特征与成因

Characteristics and causes of shoal-channel adjustment in Wuhan reach under the superposition of scouring and regulation projects

  • 摘要: 大型水库的修建引起了坝下游的滩槽调整, 进而对河势、航运、防洪及生态等产生显著影响。为探究滩槽调整的驱动机制, 采用1952—2022年水沙和1959—2021年地形观测资料, 以长江武汉河段为例, 分析了床沙组成、来水来沙及整治工程等因素的影响。研究表明: ①武汉河段枯水河槽冲刷量占全河槽冲刷量的90.4%, 断面趋向窄深化, 河相系数减小。不同江心洲及汊道冲淤出现差异性调整, 2001—2021年, 铁板洲和白沙洲洲体面积分别减少了63.1%和61.5%, 潜洲和天兴洲洲体面积分别增大了212.3%和14.5%;2013年后, 铁板洲左右汊均冲, 天兴洲汊道左淤右冲。②来沙量锐减, 河床以0.125 mm≤d<0.25 mm的细沙居多, 抗冲性较弱, 是冲刷加剧的先决条件; 三峡水库的削峰补枯作用加剧了枯水倾向汊河的冲刷幅度; 整治工程改变了滩槽冲淤的横向分布, 是江心洲差异性调整的主导因素, 也是天兴洲保持左淤右冲的重要原因。③三峡水库蓄水前, 洲滩之间演变联动性强; 三峡水库蓄水后, 来沙减少和中水期时间延长导致洲滩冲刷萎缩, 洲滩之间演变联动性变弱; 整治工程实施后, 工程保持了心滩稳定且其缓流滞沙效应提高了抗冲性, 心滩淤长的同时限制了边滩发育, 叠加来沙进一步减少, 边滩之间、心滩之间演变联动性进一步变弱, 边滩与心滩之间演变联动性再次增强。

     

    Abstract: The construction of large reservoirs causes shoal-channel adjustments downstream of dams, which significantly affects river regimes, navigation, flood control and ecology. To explore the characteristics and mechanism of shoal-channel adjustment in the Wuhan reach, water and sediment observation data from 1952 to 2022 and topographic observation data from 1959 to 2021 were used to analyse the effects of the bed sediment composition, runoff and sediment load and regulation projects. The results revealed the following: ① After the operation of the Three Gorges Dam (TGD), the flushing volume in the low-water channel in the Wuhan reach accounted for 90.4% of the total flushing volume in the channel, the channel section became increasingly narrow, and the river phase coefficient decreased. Different adjustments occurred based on scouring and silting in different central bars and branches. From 2001 to 2021, the continental areas of the Tieban bar and Baisha bar decreased by 63.1% and 61.5%, respectively, whereas the continental areas of the Qian bar and Tianxing bar increased by 212.3% and 14.5%, respectively. After 2013, the left and right branches of the Tieban bar were scoured, the left branch of the Tianxing bar was silted, and the right branch was scoured.② When the amount of incoming sand decreased sharply, the riverbed was mostly fine sand, with grain sizes of 0.125 mm≤d < 0.25 mm, and the antiscourability was weakened, which is a prerequisite for increased erosion. The peak of erosion and dry replenishment of the TGD intensified the amplitude of erosion of the low-flow branch. Regulation projects has changed the transverse distribution of erosion and deposition in the shoal channel, which is the dominant factor influencing the adjustment of central bars and significantly explains why the left branch of the Tianxing bar was silted and the right branch was scoured. Before the operation of the TGD, the evolutionary linkages between shoals were strong. After the operation of the TGD, the decrease in sediment inflow and the prolongation of the period of moderate water led to erosion of the shoal, and the evolutionary linkage between the shoals weakened. After the implementation of regulation projects, the stability of the central bar was maintained, and the slow flow and sediment retention effect improved erosion resistance. The sedimentation of the central bar limited the development of the side beach. The sand source was also reduced by the operation of the TGD. The evolutionary linkage between the side beaches was further weakened, and the evolutionary linkage between the central bars was also further weakened. In contrast, the evolutionary linkage between the side beach and the central bar was strengthened again.

     

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