长江科学院院报 ›› 2017, Vol. 34 ›› Issue (8): 64-67.DOI: 10.11988/ckyyb.20160476

• 水力学 • 上一篇    下一篇

堆积体对上游附近河道三维流速分布影响的试验研究

何岸霞1, 周珏西1, 张婧1, 刘磊2   

  1. 1.西华大学 能源与动力工程学院,成都 610039;
    2.西安科技大学 通信与信息工程学院,西安 710600
  • 收稿日期:2016-05-17 修回日期:2016-06-16 出版日期:2017-08-01 发布日期:2017-08-18
  • 作者简介:何岸霞(1993-),女,四川成都人,硕士研究生,主要从事河流工程及水力学研究工作,(电话)18200399423(电子信箱)461522383@qq.com。

Influence of Deposit on 3-D Velocity Distribution in the Vicinity of Upstream Channel

HE An-xia1, ZHOU Jue-xi1, ZHANG Jing1, LIU Lei2   

  1. 1.School of Energy and Power Engineering, Xihua University,Chengdu 610039, China;
    2.School of Communication and Information Engineering, Xi'an University of Science and Technology,Xi'an 710600, China
  • Received:2016-05-17 Revised:2016-06-16 Online:2017-08-01 Published:2017-08-18
  • Contact: 张 婧(1986-),女,湖北武汉人,副教授,博士,研究方向为水力学及河流动力学,(电话)028-87720521(电子信箱)phyllis_zj@yeah.net。
  • Supported by:
    国家自然科学基金项目(51409224); 研究生创新基金项目(ycjj2016094)

摘要: 堆积体的存在易对河道的水流流速产生影响。通过水槽试验,采用ADV观测堆积体附近的三维流速。通过控制流量大小,研究堆积体作用下河道三维流速沿堆积体上游临近横断面的分布规律。试验结果表明:①流量相同时,流速受堆积体形态影响。离河床越近,三维流速沿横断面的分布曲线:顺水流方向流速u的趋势线越陡,指向右岸一侧流速v和垂直河床向下流速w的峰值越向堆积体在横断面的投影线靠近。v由天然情况下趋于0的直线变成离河床越近,流速峰值越大,两岸流速越小的下抛物线。w在河床附近,曲线呈“勺子”形态,远离河床,曲线失去“勺子”形态。②随着流量增加,同一流层上,u流速增大,流速沿横向的分布越不均匀,曲线越陡。u流速方向和v流速方向的夹角θ,在离左岸(堆积体一侧)大约1/2堆积体半径时取得最小值。离左岸越远θ值越大,直至离左岸45 cm后θ才恢复天然值90°。研究成果可为河流防护和治理工作提供技术支撑。

关键词: 堆积体, 三维流速, 定床, 流速横向分布, 水槽试验

Abstract: The flow velocity of river is easily affected by deposit. In this research, the 3-D flow velocity in the vicinity of deposit was observed by ADV through flume experiment, and the cross-sectional 3-D velocity distribution in the upstream channel nearby the deposit was researched by controlling the flow rate. Results suggest that under the same flow rate, velocity is affected by the shape of deposit. As the distance to the riverbed reduces, the curve of velocity distribution in u direction (the direction of flow) becomes steeper, and the peak of velocity in v direction (pointing to the side of the right bank) and w direction (vertical to riverbed) is closer to the projection line of the deposit in cross-section.The curve of velocity in v direction is a straight line approaching zero value in natural conditions; while in the presence of deposit, the straight line transformed into a parabola that reflects the increase of peak velocity and the decrease of velocity in two sides as the distance to riverbed gets smaller. The curve of velocity in w direction in the vicinity of riverbed displays a “spoon” shape; while as the distance to riverbed increases, the “spoon” shape disappears. Moreover, as flow rate increases, the velocity in u direction increases at the same height, and the transverse velocity distribution gets more uneven and the curve becomes steeper. The angle θ between the velocity in u direction and the velocity in v direction reaches the minimum when the distance to the left bank (with deposit) is about half of the deposit radius. As the distance to the left bank grows, the value of θ increases, and then returns to the natural value 90° until the distance to left bank reaches 45 cm.The research results provide technical support for river protection and treatment.

Key words: deposit, 3-D velocity, fixed bed, lateral velocity distribution, flume experiment

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