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论文摘要

交汇角度对黄河上游高含沙交汇区淤堵影响的试验研究

Experimental Study of Influence of Confluence Angle on Sandbars at River Confluence with Hyperconcentrated Tributary Flow

作者:王平(黄河水利委员会黄河水利科学研究院, 河南 郑州 450003);胡恬(黄河水利委员会黄河水利科学研究院, 河南 郑州 450003);郭秀吉(黄河水利委员会黄河水利科学研究院, 河南 郑州 450003);张原锋(黄河水利委员会黄河水利科学研究院, 河南 郑州 450003)

Author:WANG Ping(Yellow River Inst. of Hydraulic Research YRCC, Zhengzhou 450003, China);HU Tian(Yellow River Inst. of Hydraulic Research YRCC, Zhengzhou 450003, China);GUO Xiuji(Yellow River Inst. of Hydraulic Research YRCC, Zhengzhou 450003, China);ZHANG Yuanfeng(Yellow River Inst. of Hydraulic Research YRCC, Zhengzhou 450003, China)

收稿日期:2016-09-12          年卷(期)页码:2017,49(3):44-53

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:黄河;高含沙交汇区;交汇角;沙坝

Key words:Yellow River;river confluence with hyperconcentrated flow;confluence angle;sandbar

基金项目:国家自然科学基金资助项目(51379087);十二五国家科技支撑计划课题资助项目(2012BAB02B03);中央级公益性科研院所基本科研业务费专项(HKY-JBYW-2017-07)

中文摘要

为了研究减轻高含沙交汇区沙坝淤堵的治理措施,通过模型试验研究了干支流不同交汇角度对孔兑与黄河高含沙交汇区沙坝淤堵规模的影响。试验以产生的高含沙洪水淤堵黄河干流次数最多、危害最大的孔兑之一—西柳沟与黄河交汇的干支流河段为模拟对象,采用黄河高含沙水流动床模型相似律进行模型设计,选取90°、60°、30°和15°作为试验交汇角度,分别开展了清水和浑水交汇试验,获取交汇区水流分区特性和沙坝淤堵规模特征。结果表明:随着交汇角增大,支流对干流的顶托作用增强,交汇口上游壅水区流速逐渐减小,水深增大;交汇角较小时交汇口下游形不成回流区,交汇角增大到30°以后回流区形成并随交汇角增大而增大,伴随着高流速带向对岸移动;壅水区和回流区沙坝尺度随交汇角增大而增大,交汇角较小时形不成壅水区淤积体和回流区淤积体,但易形成交汇口对岸淤积体,其尺度随交汇角增大而减小,与回流区淤积体互为消长。交汇口以上主槽的淤堵由壅水区淤积体构成,交汇口下游主槽淤堵由回流区淤积体和对岸淤积体共同构成,当交汇角为30°时交汇口上下游主槽总体淤堵规模最小。从河道淤堵规模和河岸稳定方面综合分析认为,在现状河道和水沙条件下,30°是有利于减轻孔兑与黄河高含沙交汇区淤堵的较优交汇角,这对交汇口河道整治具有重要指导作用。

英文摘要

It is necessary to explore the measures to reduce the scale of the sandbar and thus to alleviate its blockage impact to main river flow.The influence of confluence angle on sandbar morphology at the confluence with hyperconcentrated tributary flow was investigated through physical model experiments.The confluence of upper Yellow River and Xiliugou River,one of the ten tributaries the hyperconcentrated floods from which resulted in most of the sandbar blocking events,was chosen as the simulated target.The model was designed following the similarity laws for hyperconcentrated river flow.The angles of 90°,60°,30°,and 15° were set as the confluence angles in the experiments.It was found that,with the increase of the confluence angle,the main stream blocking was enhanced.The flow velocity of the backwater area upstream of the tributary river mouth slowed down gradually and the water depth increased.When the confluence angle increased to 30° the recirculation zone was formed and its size was expanded gradually with the increase of the confluence angle,accompanied by the shifting of the high velocity zone towards the opposite bank.The scales of the sandbar in backwater area and recirculation zone both increased with the growing of the confluence angle.When the confluence angle was small,there was no sandbar formed in those two areas,but a sandbar adjoining to the opposite bank of the tributary river mouth would be formed.The scales of the opposite bank sandbar decreased with the increase of the confluence angle.The main channel immediately upstream of the river mouth was blocked by the sandbar in the backwater area,while the main channel immediately downstream of the river mouth was blocked by both the opposite bank sandbar and the sandbar in the recirculation zone.As a whole,the scale of the sandbars in the main channel was the smallest when the confluence angle was 30°.According to the analysis on the sandbar scale and the river bank stability,it is believed that under the current river channel and water-sediment conditions,the confluence angle of 30° is a relatively optimal angle which can reduce the sediment deposition at the confluence.

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