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非均匀推移质瞬时输沙率试验研究
引用本文:许琳娟,刘春晶,曹文洪.非均匀推移质瞬时输沙率试验研究[J].水利学报,2016,47(2):236-244.
作者姓名:许琳娟  刘春晶  曹文洪
作者单位:中国水利水电科学研究院流域水循环模拟与调控国家重点实验室, 北京 100048;水利部水沙科学与江河治理重点实验室, 北京 100048;中国水利水电科学研究院泥沙研究所, 北京 100048,中国水利水电科学研究院流域水循环模拟与调控国家重点实验室, 北京 100048;水利部水沙科学与江河治理重点实验室, 北京 100048;中国水利水电科学研究院泥沙研究所, 北京 100048,中国水利水电科学研究院流域水循环模拟与调控国家重点实验室, 北京 100048;水利部水沙科学与江河治理重点实验室, 北京 100048;中国水利水电科学研究院泥沙研究所, 北京 100048
基金项目:国家科技支撑计划课题(2013BAB12B01,2012BAB04B01);中国水科院科研专项(泥基本科研1540);国家自然科学基金项目(11472310);国家国际科技合作专项(2015DFR70980)
摘    要:推移质输沙率是泥沙运动力学的重要内容。目前,推移质输沙率的研究大多集中于时均输沙率,对瞬时输沙率的研究则相对较少。首先,介绍了Ballio提出的均匀沙瞬时输沙率的计算方法,对其进行推导得到非均匀沙瞬时输沙率计算公式;其次,通过非均匀沙水槽试验中得到不同颗粒泥沙的瞬时运动速度,代入改进的Ballio输沙率公式中,计算得到瞬时输沙率;然后,采用定义方法计算瞬时推移质输沙率,并与Ballio方法进行比较,结果表明两种方法得到的推移质瞬时输沙率较为接近,说明采用改进的Ballio方法计算非均匀推移质瞬时输沙率是可行的。同时,通过大量试验,揭示了非均匀推移质瞬时输沙率在时间上不稳定性、在空间上不均匀性以及运动过程中间歇性等特性。

关 键 词:瞬时输沙率  非均匀推移质  输移特性  水槽试验  Ballio方法
收稿时间:2015/7/31 0:00:00

Experimental study on non-uniform bedload instantaneous transport rate
XU Linjuan,LIU Chunjing and CAO Wenhong.Experimental study on non-uniform bedload instantaneous transport rate[J].Journal of Hydraulic Engineering,2016,47(2):236-244.
Authors:XU Linjuan  LIU Chunjing and CAO Wenhong
Affiliation:State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing 100048, China;Key Laboratory of Hydraulic and Sediment Science and River Harnessing of the Ministry of Water Resources, Beijing 100048, China;Department of Sediment Research, China Institute of Water Resources and Hydropower Research, Beijing 100048, China,State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing 100048, China;Key Laboratory of Hydraulic and Sediment Science and River Harnessing of the Ministry of Water Resources, Beijing 100048, China;Department of Sediment Research, China Institute of Water Resources and Hydropower Research, Beijing 100048, China and State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, Beijing 100048, China;Key Laboratory of Hydraulic and Sediment Science and River Harnessing of the Ministry of Water Resources, Beijing 100048, China;Department of Sediment Research, China Institute of Water Resources and Hydropower Research, Beijing 100048, China
Abstract:Bedload discharge is an important content of sediment movement mechanics. At present the study of bedload sediment transport rate mostly focused on time average rate, while instantaneous sediment rate is relatively fewer. Firstly, Ballio method for calculating uniform bedload instantaneous transport rate was introduced, and the improved Ballio method was derived to calculate non-uniform instantaneous transport rate. Secondly, the instantaneous velocity of different sediment particles was measured in flume experiment, and substituted into the improved Ballio formula, the instantaneous transport rate can be obtained. Then definition method was used to calculate the bedload instantaneous transport rate, compared with Ballio method,the results of two methods is relatively close. It is feasible the improved Ballio method used to calculate the non-uniform bedload instantaneous transport rate. Meanwhile, the characteristics of the non-uniform bedload instantaneous transport rate were revealed in this paper, such as instability on time, non-uniformity on space and the intermittency in the sediment movement process.
Keywords:the instantaneous sediment transport rate  non-uniform bed load  sediment transporting characteristics  the flume experiment  Ballio method
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