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长江上游推移质泥沙输移研究 被引量:9

Study on Bed-load Sediment Transport in Upstream of Yangtze River
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摘要 针对目前长江上游精度较高的推移质输沙率公式还未公认接受的现状,利用长江上游8个测站(点)共计1 290组推移质运动实测资料,点汇无因次水流强度指标和泥沙输移强度相关关系,发现无因次W*-Φ的关系较好。然后根据输沙率公式的标准化对其关系式进行回归分析,并利用实测资料对回归公式进行了验证。结果表明,该公式较适用于长江上游河流的推移质输沙率公式,推荐在长江上游河流使用本文回归公式。 At present, no sediment transport formula describing bed-load is universally acknowledged and accepted for the upstream of Yangtze River. The correlations between various non-dimensional flow intensity indexes and non-dimensional sediment transport were analyzed according to 1290 sets of data from prototype observation of eight hydrologic stations. The results show that W^* and Ф have high correlation. Then regression analysis was carried out according to the standardized sediment transport formula with data of seven hydrometric stations at the upper reaches of Yangtze River and flume experiments data. From above analytic result, the formula suitable for the upstream reach of Yangtze River was figured out.
出处 《长江科学院院报》 CSCD 北大核心 2009年第1期5-8,共4页 Journal of Changjiang River Scientific Research Institute
基金 “十一五”国家科技支撑项目(2006BAB05B02) 长江水利委员会长江科学院中央级公益性科研院所基金项目(YWF0711/HL04)
关键词 长江上游 推移质输沙率 回归分析 upstream of Yangtze River bed-load sediment transport rate regression analysis
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参考文献4

  • 1YANG C T. Sediment Transport: Theory and Practice [ M]. New York: McGraw-Hill, 1996.
  • 2THOMPSON S M. Transport of Gravel by Flows up to 500 m/s, Ohau river, Otago, New Zealand E J ]. Journal of Hydraulic Research, 1985,23 (3): 285 - 303.
  • 3CARSON M A. Measures of Flow Intensity as Predictors of Bed Load[J]. Journal of Hydraulic Engineering, 1987, 113 (11) : 1402 - 1421.
  • 4NNSDI F N, WILSON k. Motion of Contact-Load Particles at High Shear Stress[J]. Hydr. Engrg., 1992, 118 (11) : 1670 - 1684.

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