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沉水植物对河道曼宁系数影响的实验研究 被引量:5

Experimental study for Manning coefficient in different densities of submerged flexible vegetation
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摘要 该文在实验室水槽中利用三维声学多普勒流速仪(ADV)和波高仪测定水流流速和波浪高度,以此数据研究了河道水生沉水植物对曼宁系数的影响。实验利用人造植物模拟自然植物,研究结果表明沉水植物对水流结构、阻力特性存在显著影响。在分析曼宁系数的变化规律之后提出了新的半经验方程,用以预测不同植物密度、不同波流条件下曼宁系数的变化。曼宁系数主要和植物密度和水流流速有关,同时受波浪的影响。新的方程对曼宁系数的拟合效果良好。 The effect of submerged flexible vegetation on flow resistance structure(Manning coefficient) is experimentally studied based on the velocity and wave height data gauged by a 3D acoustic doppler velocimeter(ADV) and a wave height gauge in an open-channel flume. The results from flow observations over artificial plants(designed to simulate natural vegetation) show that flow structure and resistance are affected markedly by the presence of submerged flexible vegetation. The study provides understanding of flow patterns and Manning coefficient are affected by plant stem density. Also, new semi-empirical equations have been formulated to clearly predict variations of Manning coefficient with different vegetation density, flow rate and wave height. Manning coefficient is highly correlated to vegetation density and flow rate with the new equations being proposed.
出处 《水动力学研究与进展(A辑)》 CSCD 北大核心 2015年第1期106-111,共6页 Chinese Journal of Hydrodynamics
基金 国家自然科学基金(51379061) 江苏省自然科学基金(BK20131370)~~
关键词 曼宁系数 人造沉水植物 水槽 Manning coefficient submerged artificial plants open-channel flume
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参考文献11

  • 1吴福生,王文野,姜树海.含植物河道水动力学研究进展[J].水科学进展,2007,18(3):456-461. 被引量:37
  • 2TSUJIMOTOT T. Fluvial processes in streams with ve- getation[J]. Journal of Hydraulic Research, 1999, 37(6): 789-803.
  • 3唐洪武,闫静,肖洋,吕升奇.含植物河道曼宁阻力系数的研究[J].水利学报,2007,38(11):1347-1353. 被引量:64
  • 4KOUWEN N, FATHI-MOGHADAM M. Friction facto- rs for coniferous trees along rivers[J]. Journal of the Hydraulics Division, ASCE, 2000, 106(6): 1085-1103.
  • 5WILSON C A M E, STOESSER T, BATES P D, et al. Open channel flow through different forms of subme- rged flexible vegetation[J]. Journal of Hydraulic Engi- neering, 2003, 29, 847-853.
  • 6燕姝雯,余辉,张璐璐,徐军,王振平.2009年环太湖入出湖河流水量及污染负荷通量[J].湖泊科学,2011,23(6):855-862. 被引量:74
  • 7NEPF H M, VIVONI E R. Flow structure in depth-limi- ted, vegetated flow[J]. Journal of Geophysical Research, 2000, 105: 28547-28557.
  • 8RIGHETTI M. ARMANINI A. Flow resistance in open channel flows with sparsely distributed bushes[J]. Jour- nal of Hydrology, 2002, 269: 55-64.
  • 9WANG C, WANG P. Hydraulic resistance characteristi- cs of riparian Reed zone in river[J]. Journal of Hydro- logic Engineering, 2007, 12(3): 267-272.
  • 10NOARAYANAN L, MURALI K, SUNDAR V. Ma- nning's 'n' coefficient for flexible emergent vegetation in tandem configuration[J]. Journal of Hydro-environ- ment Research, 2011, 10: 10-16.

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