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黄河下游游荡段断面形态与过流能力调整及相互关系研究

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黄河下游游荡段河床演变情况复杂,是重点关注与治理河段。基于河床滞后响应模型,分别建立游荡段主槽宽度、水深等断面形态参数以及平滩流量的滞后响应模型,并模拟分析主槽宽度与主槽水深、主槽宽度与河相系数、平滩流量与河相系数、流速与河相系数的相互关系。结果表明,不同断面形态参数及过流能力模拟值与实测值变化趋势基本吻合,确定系数与纳什效率系数均在 0。80 以上,相互关系的模拟结果与实测值变化趋势符合良好。其中:2000 年前主槽宽度减小,水深变幅不大,河相系数逐渐减小,平滩流量逐渐减小到最小值,但流速逐渐增大到最大值;2000 年后主槽宽度增大,水深增大,但河相系数继续减小,平滩流量虽然逐渐增大,但是流速逐渐减小,相关机理尚待进一步研究。
Study on the Adjustment of Channel Cross-Section and Discharge Capacity and the Correlations in the Braided Reach of the Lower Yellow River
The braided reach of the Lower Yellow River is one to focus on due to its complicated fluvial process.Based on the delayed re-sponse model for fluvial processes,the delayed response models for the main channel cross section and discharge capacity adjustment inclu-ding width,depth and bankfull discharge were established and used to simulate the correlations between main channel width and depth,width and geomorphic coefficient,bankfull discharge and geomorphic coefficient,flow velocity and geomorphic coefficient.The simulation results show that the main channel width,depth and bankfull discharge values of calculated and measured are consistent well which determination coefficient and Nash-Sutcliffe coefficient are higher than 0.80,the simulated correlations are consistent well with the measured results.Of which,before 2000,the main channel width is decreased,but the main channel depth does not change significantly;with the geomorphic coefficient gradually decreases,the bankfull discharge is gradually decreased to the minimum value,but the flow velocity is gradually increased to the maxi-mum value.After 2000,the main channel width and depth are increased,the bankfull discharge is gradually increased,but the geomorphic coeffi-cient continues to decrease,and the flow velocity is gradually decreased.The relevant mechanism needs to be further studied.

meandering reachcross section adjustmentdischarge capacitydelayed responsecorrelationsLower Yellow River

曹京京、申红彬

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黄河水利职业技术学院,河南 开封 475004

开封市水生态修复工程技术研究中心,河南 开封 475004

华北水利水电大学,河南 郑州 450045

游荡段 断面调整 过流能力 滞后响应 相互关系 黄河下游

2025

人民黄河
水利部黄河水利委员会

人民黄河

北大核心
影响因子:0.494
ISSN:1000-1379
年,卷(期):2025.47(1)