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宽级配床沙起动规律的实验研究 被引量:1

Study on Incipient Motion of Bed Material with a Wide Size Distribution
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摘要 本文在水槽实验的基础上,根据最小能量耗散原理,考虑诸如水流脉动、床沙组成、河床糙率、粗细颗粒间相互作用、河床粗化程度等因素的影响,建立了宽级配床沙起动的三种模式以及相应的非均匀沙起动流速公式,经实验资料检验,符合较好。 Based on the flume experiments, the principle of minimum energy consumption, the consideration of the effects of factors such as the fluctuation of flow, the composition of bed material ,the roughness on river bed,the interaction between coarse particles and fine ones and the extent of armoring of the river bed, three patterns of incipient motion of bed material with a wide size distribution and corresponding formulas for their incipient velocities have been established The results calculated from these formulas agree well with the experiment data
作者 晋明红
出处 《山地学报》 CSCD 2003年第4期493-497,共5页 Mountain Research
基金 国家自然科学基金重大项目(59493600)~~
关键词 起动流速 粗化程度 清水冲刷 泥沙补给 incipient velocity roughness clear water scour sediment supply
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参考文献6

  • 1Zhang Rui-jin and Xie Jian-heng, Sedimentation Research in Chinawater Press ,Beijing 1993.
  • 2Cao, S.Y. and D. Fang (1988), stochastic Characteristics of cobble - Gravel Bedload Transport,Proe. of the National Conference Hyd. Engin. , ASCE . Colorado Springs , U. S. A.
  • 3Qian ning and Wan Zhao-hui ,Bedload Movement Mechanics ,Science Press,Beijing, 1983.
  • 4Liu Xing-nian, Non-uniform sedimat Transport Rate and its Armouring steady structure.
  • 5Penkai and Cheng Yuan-xin, Incipient Motion of Non- uniformity,Journal of Chengdu Science and Technique University,1986.
  • 6Compiled by the River Bedload Research Office of Hydraulic and Electric Power Institute in Wuhan , River Bedload Engineering, Hydraulic and Electric Power Press, Beijing, 1981.

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