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黄河下游漫滩洪水滩槽分流比变化及其影响因素分析

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采用实测资料分析的方法,研究了黄河下游漫滩洪水滩槽分流比变化及其影响因素。研究结果表明:花园口 4次漫滩洪水滩槽分流比均值为0。18,说明主槽是黄河下游泄洪排沙的主体;黄河下游上宽下窄,滩槽分流比沿程变大。1986年后,下游河道萎缩,平滩流量下降,滩槽分流比增大;2000年后,下游河道冲刷,平滩流量增大,滩槽分流比减小。滩槽分流比随滩槽糙率比的增大而减小,随滩槽水面宽度比、滩槽水深比的增大而增大。提高主槽过流能力,必须采用综合治理措施维护下游主槽适宜规模的平滩流量;提高滩地过流能力,必须降低人类活动对滩地的影响,给滩地留有足够的行洪空间,确保全断面行洪安全。
Analysis of variation and influence factors of flow ratio of floodplain and channel in the Lower Yellow River
Based on the measured data,the variation and influence factors of flow ratio of floodplain and main channel during overbank floods in the Lower Yellow River have been analyzed.The results show that:The mean flow ratio of floodplain and channel in four overbank floods at Huayuankou is 0.18,which indicating that main channel is the main body for transporting flow and sediment in the Lower Yellow River.flow ratio increa-ses along the river course due to the wider upstream and narrower downstream.The flow ratio of floodplain and channel in the Lower Yellow River increased after 1986 with the channel shrinkage and the decreasing of bank-full discharge,and has been decreased since 2000 with river erosion and increasing of bank-full discharge after the operation of Xiaolangdi reservoir.The flow ratio decreases with the increase of roughness ratio of floodplain and channel,and increases with the increase of water surface width ratio and water depth ratio of floodplain and channel.To improve the flow capacity of the main channel,the comprehensive measures must be taken to maintain the appropriate scale of bank-full discharge in the Lower Yellow River,and to improve the flow ca-pacity of floodplain,it is necessary to reduce the impact of human activities,to keep sufficient flood discharge space,and to ensure the safety of flood discharge across the entire section.

Lower Yellow Riveroverbank floodflow ratio of floodplain and channelbank-full dischargeflood management

姚庆锋、卢书慧、史红玲、张治昊

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滨州市引黄灌溉服务中心,山东滨州 256600

山东黄河河务局黄河河口管理局,山东东营 257091

中国水利水电科学研究院,北京 100048

黄河下游 漫滩洪水 滩槽分流比 平滩流量 洪水管理

国家自然科学基金项目

U22A20237

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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