首页|横流作用下近海开敞式航道演变理论模型研究

横流作用下近海开敞式航道演变理论模型研究

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近海开敞式航道在横流作用下常常发生航道轴线偏移和断面形态变化,构建了一套能够复演近海开敞式航道轴线和航道断面在横流作用下演变过程的理论模型。分别对推移质和悬移质运动引起的海床变形方程在潮周期内平均并简化,采用高斯分布函数概化航道断面,得到航道断面在横流作用下随时间变化的模型方程。将该模型应用到连云港30万t级深水航道和琼州海峡海安航道在近岸横流作用下演变规律的研究。模型计算表明,在横流作用下,连云港航道轴线每年偏移5 m左右,海安航道每年偏移10 m左右。同时复演了两处航道在横流作用下均出现水深变浅、宽度变宽、迎水面的变化略大于背水面变化的现象。
Theoretical model for nearshore open channel evolution under the action of crosscurrent
The nearshore waterway often experiences deviation of the channel axis and changes in cross-section shape under the action of cross-current.In this paper,a theoretical model has been constructed that can repro-duce the evolution process of channel axis and cross section under the action of crosscurrent.The seabed de-formation equations caused by the movement of bedload and suspended sediment are averaged and simplified during the tidal period,and the Gaussian distribution function is used to generalize the channel section to ob-tain of the model equations of the channel section changing with time under the action of crosscurrent.After applying the new model for the study of the evolution of the 300 000 tons deep-water channel in Lianyungang Port and the Hai'an channel in the Qiongzhou Strait under the action of near-shore crosscurrent,it is found that the axis of the Lianyungang channel shifts by about 5 m per year and the Hai'an channel shifts by about 10 m per year under the action of crosscurrent.The results also reproduce the phenomenon of shallowing water depth,widening in channel width,and slightly greater change of frontal surface than backwater surface in both channels under the action of crosscurrent.

nearshore navigation channelcrosscurrentseabed deformation equation

朱文谨、于伟、董啸天、张洋

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江苏海洋大学土木与港海工程学院,江苏连云港 222005

近海航道 横流 海床变形方程

自然资源部华东海岸带野外科学观测研究站开放基金项目江苏省自然资源开发专项基金(海洋科技创新)项目江苏省自然科学基金项目

O RSECCZ2022204JSZRHYKJ202008BK20230692

2024

泥沙研究
中国水利学会

泥沙研究

CSTPCD北大核心
影响因子:0.817
ISSN:0468-155X
年,卷(期):2024.49(4)
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