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龙游灵山港姜席堰河段水动力特性计算分析

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为量化姜席堰河段水动力机制,结合步坑口水文站的水文资料与实际调查情况,运用现代水力学原理及数值模拟方法对姜席堰河段的水动力学机理进行推演,比较了上游不同来流量情况下,内外江的分流比、沿程流速、水位和流场变化,确定了姜席堰河段具体的分流机制以及可能产生冲刷与淤积的工程隐患点.基于模拟结果,推求了姜堰和席堰的流量系数,得出了姜堰与席堰的堰流公式,为姜席堰河段治理与防护提供了理论依据.
Calculation and Analysis of Hydrodynamic Characteristics of Jiangxiyan Reach of Lingshan Port,Longyou
To quantify the hydrodynamic mechanism of Jiangxiyan river section,this paper combined the hydrological data of Bukengkou Hydrological Station with the actual investigation to deduce the hydrodynamic mechanism of Jiangxiy-an by using modern hydraulics principles and numerical simulation.The changes of diversion ratio,flow velocity,water level and flow field of the inner and outer rivers under different inflow from upstream were compared.The specific diver-sion mechanism of the Jiangxiyan river section and the potential engineering hazards of scour and siltation were derived.The flow coefficients of Jiangyan and Xiyan were derived from the simulation results,and the weir flow equations of Jiangyan and Xiy-an were obtained.This study provides a theoretical basis for the management and protection of Jiangxiyan river section.

Jiangxi Weirdiversion ratioflow coefficientnumerical modelinghydrodynamics

张树立、夏继红、汪颖俊、王玥、程越州、王奇花、刘则雯、许珂君

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河海大学农业科学与工程学院, 江苏 南京 211100

龙游县林业水利局, 浙江 龙游 324400

姜席堰 分流比 流量系数 数值模拟 水动力学

浙江省水利科技计划重点项目

RB1915

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(2)
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