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长江上游推移质泥沙输沙率公式的检验 被引量:5

Verification on formulas of bed-load sediment transport rate at the upstream of Yangtze River
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摘要 对现有推移质输沙率8个代表性计算公式,采取分散度比较法,利用长江上游8个测站(点)共计1 290组实测资料对其进行检验,以探讨其对长江上游输沙律的适用性。分析发现:各公式的计算结果非常分散,其中Engelund-Hansen公式精度相对最高,Yalin公式次之;若计算水流强度和输沙强度大的河流(如乌江、虎跳峡上峡口)时,Parker公式计算精度较高。各家公式并不适用于受下游峡谷洪水期雍水影响的河段(如奉节河段)。 Based on the analysis on 1290 sets of field observation data in 8 sites at the upstream of Yangtze River,8 formulae for bed-load sediment transport rate were verified by using dispersion degree method.It is found that a wide diversity of calculated results is obtained by different formulae.In general,Engelund-Hansen's formula has the relatively highest precision,Yalin's formula follows next.For the rivers of high flow intensity and transport intensity,Parker formula has relatively high accuracy.All these fo...
出处 《水利学报》 EI CSCD 北大核心 2009年第11期1299-1306,共8页 Journal of Hydraulic Engineering
基金 中国水利水电科学研究院开放研究基金 "十一五"国家科技支撑项目(2006BAB05802)
关键词 长江上游 推移质输沙率 公式检验 upstream of Yangtze River bed-load sediment transport rate formulae verification
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  • 2贺莉,张成,傅旭东.唐家山堰塞体溃口宽度的模拟计算[J].应用基础与工程科学学报,2009,17(S1):10-17. 被引量:4
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