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长江宜昌至大埠街段砂卵石河床疏浚对航槽动力影响研究

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为研究长江宜昌至大埠街段砂卵石河床疏浚对航槽动力环境的影响,采用基于非结构网格的二维水流模型,充分考虑下游沙质河床水位下降溯源作用,分析出口水位下降与疏浚共同影响下的航槽内水流动力特征变化.结果表明,在河床保持稳定的前提下,下游沙质河段水位下降 2 m,水位下降向上传递沿程递减,至陈二口处水位降幅降至 0.004 m,至宜昌水位降幅降至 0.001 m以内,比降的影响表现为局部比降增大,增大区域主要集中在姚港以下;疏浚能提升航道水深,缓解航槽内的坡陡现象,但也会降低沿程河段的水位控制强度,下游水位下降 2 m结合疏浚后,水位下降 0.004 m将上延至周家河,宜昌水位降幅将增大至 0.002 m.研究成果可为长江干线砂卵石河段航道尺度提升、航道维护等提供技术支撑.
Study of Impact on Channel Flow Characteristics by Dredging in Yichang-Dabujie Reach of Yangtze River
In order to study the impact of dredging on channel dynamics in the Yichang to Dabujie section of the Yan-gtze River,two-dimensional flow model of the unstructured grid was used to analyze the change of hydrodynamic charac-teristics under the action of outlet water level dropping and dredging,considering the downstream water level decline effect to the upstream.The result shows that on the stable river,when the downstream sandy river water level decreases by 2 m,the effect of the falling water level on the upstream decreases gradually,it decreases 0.004 m at Chenerkou,and 0.001 m at Yichang.The gradient of partially area is increasing,the main affect area is belowing Yaogang;The dredging can en-hance the depth of the channel and alleviate the steep slope in the channel,but the water level control capability are re-duced;When the water level decreased by 2 m and dredging,the water level decreases 0.004 m to Zhoujiahe,water level drop in Yichang increases to 0.002 m.This results can provide technical support for the channel scale upgrading and channel maintenance to gravel sand reach of the Yangtze River.

gravel sand reachdredgingwater levelchannel

余文钧、王江

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长江航道勘察设计院(武汉)有限公司,湖北 武汉 430010

砂卵石河段 疏浚 水位 航道

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(4)
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