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刚性植物条件下静水中粗颗粒泥沙沉速研究 被引量:16

Settling velocity of coarse sediment particles in still water with rigid vegetation
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摘要 为了探求水生植物对泥沙沉速的影响,本文在总结泥沙颗粒在水体中沉降的影响因素及阻力系数规律的基础上,在静水中设置不同直径、不同排列密度的不锈钢圆柱细杆模拟水体中不带分叉的刚性植物,分别测定粒径为0.1cm^0.45cm的沙粒沉速,并与没有植物条件下的沉速进行对比。研究结果发现,在试验粒径范围内,含植物水体中泥沙沉速随泥沙粒径、植物密度增大而减小,通过修正阻力系数,推导出考虑植物杆径及植物密度排列的泥沙沉速公式。 In order to investigate the influence of vegetation on settling velocity of sediment particles, the involved factors affecting the settling velocity and drag coefficient were reviewed. Stainless steel bars with circular cross section and different diameters were vertically installed in still water with various spaces to simulate the hydrophytes without crotches inlaboratory. The settling experiments of natural sediment particles with diameters of 0. l ~ 0.45cm in vegetated water were carried out. The results show that the hydrophytes have an obvious effect on the settling velocity of sediment particles by comparing the results with those without hydrophytes. The settling velocity of sediment particles decreases with the density of hydrophytes and grain sizes within the diameter range mentioned above. By means of modifying the drag coefficient, a new formula for computing the settling velocities of sediment particles considering the influence of hydrophytes is proposed.
出处 《水利学报》 EI CSCD 北大核心 2007年第10期1214-1220,共7页 Journal of Hydraulic Engineering
基金 新世纪优秀人才支持计划项目(NCET-04-0494) 国家自然科学基金项目(50479068)
关键词 含植物水体 阻力系数 泥沙粒径 沉速 vegetated water drag coefficient sediment particle settling velocity
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参考文献12

  • 1张瑞谨主编.河流泥沙运动力学(第二版)[M].北京:中国水利水电出版社,1998.
  • 2Yang C T. Sediment Transport: theory and practice, McGraw-Hill Series in Water Resources and Environmental Engineering[M]. 1996: 6- 11.
  • 3SL269-2001.水利水电工程沉沙池设计规范[S].[S].,..
  • 4Cheng N S. Simplified settling velocity formula for sediment particle[J]. Journal of Hydraulic Engineering, 1997,123 (2) : 149- 152.
  • 5Cheng N S. Effect of concentration on settling velocity of sediment particles[J]. Journal of Hydraulic Engineering, 1997, 123 (8) : 728- 731.
  • 6Li Y G, Mehta A J. Assessment of hindered settling of fluid mudlike suspension [ J ]. Journal of Hydraulic Engineering, 1998, 124 (2) : 176 - 178.
  • 7李大鸣,吕小海,焦润红.泥沙静水沉降阻力系数[J].水利学报,2004,35(1):1-5. 被引量:9
  • 8杨晋营,王秀兰.浅析水利水电工程沉沙池泥沙沉降计算方法[J].泥沙研究,1995,21(4):60-64. 被引量:6
  • 9Jordanova A A, James C S. Experimental study of bed load transport through emergent vegetation[J]. Journal of Hydraulic Engineering, 2003, 129 (6): 474- 478.
  • 10Kouwen N, Unny T E, Hill H M. Flow retardance in vegetated channels [ J ]. Journal of the Irrigation and Drainage Division, 1969, 95(IR2) : 329 - 342.

二级参考文献3

  • 1窦国仁.泥沙运动理论:第二篇[R].南京:南京水利科学研究所,1963..
  • 2沙玉清.泥沙运动学引论[M]:第二版[M].陕西:陕西科学技术出版社,1996..
  • 3武汉水利电力学院.河流动力学[M].北京:中国工业出版社,1961..

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