水运工程2024,Issue(6) :114-121.

平陆运河牛江河下底河入汇方案研究

Tributary inflow schemes for Niujiang River and Xiadi River of Pinglu Canal

孙慧颖 周家俞 刁伟
水运工程2024,Issue(6) :114-121.

平陆运河牛江河下底河入汇方案研究

Tributary inflow schemes for Niujiang River and Xiadi River of Pinglu Canal

孙慧颖 1周家俞 2刁伟3
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作者信息

  • 1. 重庆交通大学,河海学院,重庆 400074
  • 2. 重庆交通大学,河海学院,重庆 400074;重庆交通大学,西南水利水运工程科学研究院,重庆 400010
  • 3. 重庆交通大学,河海学院,重庆 400074;重庆西科水运工程咨询有限公司,重庆 400074
  • 折叠

摘要

支流与干流的交汇区水流流态复杂,而人工开挖运河存在交角大、汇入流量大的特点,对航道通航影响显著,需对支流口实施河道治理工程.针对平陆运河中牛江河、下底河支流汇入运河后入汇河段的干流通航问题,进行入汇河段水流运动特性的研究.基于RNG k-ε紊流模型,采用三维数值模拟方法模拟不同设计工况下支流入汇情况,结果表明原设计方案不满足通航条件.因此,在设计方案基础上提出调整入汇方向、扩大入汇断面的优化措施,显著改善了通航水流条件,达到规范要求.研究成果可为类似工程提供借鉴.

Abstract

The flow patterns in the intersection area of tributary and main stream are complicated,and the artificial canal excavation has the characteristics of large intersection angle and large inlet flow,which has a significant impact on channel navigation,so it is necessary to implement the river treatment projects at the tributary mouth.Aiming at the navigation problem of the main stream of Pinglu Canal after the tributaries of Niujiang River and Xiadi River merge into the canal,this paper studies the flow movement characteristics of the incoming reaches.Based on the RNG k-ε turbulence model,a three-dimensional numerical simulation method is used to simulate the branch inflow conditions under different design conditions.The results show that the original design scheme does not meet the navigation conditions.Therefore,optimization measures such as reorientation of the inflow and expansion of the inflow section are proposed on the basis of the design scheme,which significantly improves the navigable water flow conditions and meets the requirements of the code.The research results can provide reference for similar projects.

关键词

平陆运河/通航水流条件/支流入汇/三维数值模拟

Key words

Pinglu Canal/navigational current condition/tributary inflow/three-dimensional numerical simu-lation

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基金项目

重庆市自然科学基金项目(cstc2021jcyjmsxmX1175)

出版年

2024
水运工程
中交水运规划设计院有限公司

水运工程

CSTPCD
影响因子:0.428
ISSN:1002-4972
参考文献量7
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