首页 | 本学科首页   官方微博 | 高级检索  
     

巢湖兆河口门航道整治工程探讨
引用本文:胡 飞,沈保根,徐 华,沈 超,赵泽亚. 巢湖兆河口门航道整治工程探讨[J]. 水运工程, 2019, 0(12): 111-118
作者姓名:胡 飞  沈保根  徐 华  沈 超  赵泽亚
作者单位:安徽省交通勘察设计院有限公司,安徽 合肥 230011,安徽省交通勘察设计院有限公司,安徽 合肥 230011,南京水利科学研究院,江苏 南京 210029,安徽省交通勘察设计院有限公司,安徽 合肥 230011,南京水利科学研究院,江苏 南京 210029
基金项目:安徽省交通科技进步计划项目(2016-32)
摘    要:针对兆河入湖口门附近存在拦门沙碍航问题,采用实测资料分析和三维水沙数模计算相结合的研究方法,研究风生浪流动力作用下湖区泥沙输运特征,探讨口门航道整治方案布置。研究结果表明,巢湖底沙粒径较小,大风天风浪在近岸浅水区发生变形破碎,使水体含沙量增大,在风生湖流作用下,近岸泥沙表现为"波浪掀沙、湖流输沙"的运动特征。结合以往航道治理实践经验,提出整治与疏浚相结合的思路,多方案比选计算结果表明,筑堤方案可明显减小航槽淤积量,其中双侧筑堤方案整治效果更优。综合比选推荐采用双侧筑堤高坝缓坡方案。研究成果可为类似湖区口门航道整治提供借鉴。

关 键 词:浅水湖泊  入湖口门  波流泥沙  航道淤积

Discussion on channel regulation at Zhaohe River estuary entering Chaohu Lake
HU Fei,SHEN Bao-gen,XU Hu,SHEN Chao and ZHAO Ze-ya. Discussion on channel regulation at Zhaohe River estuary entering Chaohu Lake[J]. Port & Waterway Engineering, 2019, 0(12): 111-118
Authors:HU Fei  SHEN Bao-gen  XU Hu  SHEN Chao  ZHAO Ze-ya
Affiliation:Anhui Provincial Communications Survey & Design Institute Co.,Ltd.,Hefei 230011,China,Anhui Provincial Communications Survey & Design Institute Co.,Ltd.,Hefei 230011,China,Nanjing Hydraulic Research Institute,Nanjing 210029,China,Anhui Provincial Communications Survey & Design Institute Co.,Ltd.,Hefei 230011,China and Nanjing Hydraulic Research Institute,Nanjing 210029,China
Abstract:Aiming at the navigation-obstruction problem by sandbar near the Zhaohe River estuary,we adopt both field data analysis and 3-D flow sediment model to investigate the characteristics of sediment transport under wave and current,and discuss the layout of channel regulation scheme. Results show that wave breaking in shallow water will increase sediment concentration at the Chaohu Lake. Under the action of wind-induced lake current,the nearshore sediment is characterized by wave lifting sediment and lake current transporting sediment. Combining with the practical experience of channel regulation,we put forward the idea of integrating channel regulation with dredging. By evaluating various schemes,we know that the dike-building scheme can obviously reduce the siltation amount of the channel,and the bilateral dike-building scheme shows a better effect. The high bilateral dike scheme with gentle slope scheme is recommended through comprehensive analysis.This research will provide technical reference for similar channel regulation near the river estuary into the lake.
Keywords:shallow lake  river estuary into the lake  wave-current sediment  channel siltation
本文献已被 CNKI 等数据库收录!
点击此处可从《水运工程》浏览原始摘要信息
点击此处可从《水运工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号