Effect of bed load transport on the energy dissipation of step-pool system

被引:0
|
作者
Li W. [1 ,2 ]
Li Z. [3 ,4 ]
Wang Z. [2 ]
机构
[1] Shenzhen Water (Group) Co., Ltd., Shenzhen
[2] State Key Laboratory of Hydro-science and Engineering, Tsinghua University, Beijing
[3] Key Laboratory of Yellow River Sedimentation of the Ministry of Water Resources, Zhengzhou
[4] School of Hydraulic Engineering, Changsha University of Science & Technology, Changsha
来源
Li, Zhiwei (lzhiwei2009@163.com) | 1600年 / International Research and Training Center on Erosion and Sedimentation and China Water and Power Press卷 / 28期
关键词
Bed load transport; Energy dissipation; Field experiment; Mountain stream; Step-pool system;
D O I
10.14042/j.cnki.32.1309.2017.03.003
中图分类号
学科分类号
摘要
Step-pool system is a typical bed micro-morphology in high gradient mountain rivers, which creates extremely high turbulence intensity and thus dissipates a majority the flow energy. The increase of the bed load transport intensity changed the flow field and reshaped the bedform, thus the energy dissipation effect of the step-pool system changed. A physical model of artificial step-pool system was constructed in a locally regular channel of the upper Wenxia River, a tributary of Han River in the middle Yangtze River. Experiments were conducted to study the flow field and energy dissipation in different flow discharges and bed load transport rates. Experimental results illustrated that the increase of bed load transport intensity significantly changed local flow field in the step and pool. The turbulence intensity on the step increased and the turbulence intensity in the pool decreased sharply. The increase of bed load transport intensity leaded to variation of the energy dissipation distribution. The energy dissipated by bed load transport increased, thus the energy dissipation effect of the bed structure of step-pool system decreased and the pool of the step-pool system was filled up. © 2017, Editorial Board of Advances in Water Science. All right reserved.
引用
收藏
页码:338 / 345
页数:7
相关论文
共 14 条
  • [1] Xu J., Wang Z.Y., Formation and mechanism of step-pool system, Journal of Hydraulic Engineering, 45, 10, pp. 48-55, (2004)
  • [2] Li W.Z., Wang Z.Y., Li Z.W., Et al., Study on hydraulic characteristics of step-pool system, Advances in Water Science, 25, 3, pp. 374-382, (2014)
  • [3] Wyrick J.R., Pasternack G.B., Modeling energy dissipation and hydraulic jump regime responses to channel nonuniformity at river steps, Journal of Geophysical Research, 113, (2008)
  • [4] Wilcox A.C., Wohl E.E., Comiti F., Et al., Hydraulics, morphology, and energy dissipation in an alpine step-pool channel, Water Resources Research, 47, (2011)
  • [5] Wohl E.E., Thompson D.M., Velocity characteristics along a small step-pool channel, Earth Surface Processes and Landforms, 25, pp. 353-367, (2000)
  • [6] Li W.Z., Wang Z.Y., Li Z.W., Et al., Experiments on energy dissipation mechanism of step-pool system, Journal of Hydraulic Engineering, 45, 5, pp. 537-546, (2014)
  • [7] Yu G.A., Wang Z.Y., Zhang K., Et al., Effect of artificial step-pools on improving aquatic habitats and stream ecological in incised river channel, Journal of Hydraulic Engineering, 39, 2, pp. 162-167, (2008)
  • [8] Wang Z.Y., Zhang K., Principle of equivalency of bed structures and bed load motion, International Journal of Sediment Research, 27, 3, pp. 288-305, (2012)
  • [9] Li Z.W., Wang Z.Y., Zhang C.D., Et al., Artificial step-pool destruction cases and stability analysis, Advances in Water Science, 26, 6, pp. 820-828, (2015)
  • [10] Turowski J.M., Yager E.M., Badoux A., Et al., The impact of exceptional events on erosion, bedload transport and channel stability in a step-pool channel, Earth Surface Processes and Landforms, 34, 12, pp. 1661-1673, (2009)