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双峰型非均匀沙粗细颗粒相互作用对推移质输移的影响
  • ISSN号:0559-9350
  • 期刊名称:《水利学报》
  • 时间:0
  • 分类:TV142[水利工程—水力学及河流动力学]
  • 作者机构:[1]西安理工大学水利水电学院,陕西西安710048, [2]华北水利水电大学水利学院,河南郑州450010
  • 相关基金:国家自然科学基金重点项目(51039004);水利部公益性科研专项(201201074)
中文摘要:

为研究粗细颗粒间相互作用对非均匀沙输移的影响,采用推移质动态采集、图像识别和多普勒测速技术,实现了瞬时输沙量、颗粒组成与近壁脉动流速的实时同步监测。针对双峰型非均匀沙进行了211组推移质系列水槽试验,分析表明:推移质输移量与粗沙拣选度的随机波动与紊动猝发引起的流速脉动具有响应关系;推移质中细粒基本保持持续输移,而粗粒输移则具阵发性,并遵循促发、触发与失怙3种模式;颗粒组成结构对3种模式的实施过程有重要影响;它制约着泥沙中细粒对粗粒的激励、碰撞和解怙强度,使得推移质总沙、细沙和粗沙输移率随床沙组成的改变各自呈现出不同的变化规律;水流强度一定时,随床沙粗细比的减小,输沙率呈驼峰型曲线变化;只有适宜的粗细颗粒搭配(ηc)才能使非均匀推移质输沙率达到峰值,且大于该床沙组成中任一均匀沙的输沙率。

英文摘要:

In order to study the impacts of the interactions between the coarse and fine particles on the non-uniform sediment transport, the real time simultaneous monitoring of the sediment delivery amount, grain composition and the fluctuating velocity near bed have been realized, based on the technologies of in- stantaneous bed load acquisition, image identification and Doppler velocity measurement, etc. Aimed at the non-uniform sediment with bimodal pattern, 211 cases experiments on bed load transport have been carried out under series flume conditions. The analysis indicates that the random fluctuation of the bed load trans- port quantity and selection degree of the coarse particles have some response relations with the velocity fluc- tuation caused by the turbulence burst near the bed. The fine particles in the bed load mostly remain con- tinuously transport in a process, however, the transport of the coarse particles is always paroxysmal, abid- ing by three modes: priming, triggering and breaking. The structure of particles composition plays an impor- tant role in the enforcement of the three models. It restricts the effect intensity of exciting, colliding and breaking of the fine particles on the coarse particles, which results that the transport rates of the total, fine and coarse show different variation trends respectively with the changing of the bed material composi- tion. At a certain flow intensity, the transport rate presents a hump curve with the decrease of the thick- ness ratio of bed load. Only if the ratio is appropriate, may the transport rate of the non-uniform bed load reach the peak, which is higher than either transport rates of the uniform coarse or fine sediment in this non-uniform sediment. Such cognition may give a significance reference for the improvement of non-uniform sediment transport theory.

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期刊信息
  • 《水利学报》
  • 北大核心期刊(2011版)
  • 主管单位:中国科学技术协会
  • 主办单位:中国水利学会 中国大坝工程学会
  • 主编:程晓陶
  • 地址:北京市复兴路甲1号中国水科院A座1117室
  • 邮编:100038
  • 邮箱:slxb@iwhr.com
  • 电话:010-68786221
  • 国际标准刊号:ISSN:0559-9350
  • 国内统一刊号:ISSN:11-1882/TV
  • 邮发代号:2-183
  • 获奖情况:
  • 国内外数据库收录:
  • 荷兰文摘与引文数据库,美国工程索引,美国剑桥科学文摘,日本日本科学技术振兴机构数据库,中国中国科技核心期刊,中国北大核心期刊(2004版),中国北大核心期刊(2008版),中国北大核心期刊(2011版),中国北大核心期刊(2014版),中国北大核心期刊(2000版)
  • 被引量:43715