Evolution of Alternate Bars in Straight Channel under Different Discharge and Sediment Conditions

SHI Qi, ZHANG Xiao-feng, XU Quan-xi

Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (4) : 7-13.

PDF(5091 KB)
PDF(5091 KB)
Journal of Changjiang River Scientific Research Institute ›› 2020, Vol. 37 ›› Issue (4) : 7-13. DOI: 10.11988/ckyyb.20190080
RIVER-LAKE SEDIMENTATION AND REGULATION

Evolution of Alternate Bars in Straight Channel under Different Discharge and Sediment Conditions

  • SHI Qi1, ZHANG Xiao-feng1, XU Quan-xi2
Author information +
History +

Abstract

The evolution of alternate bars in straight channel under different discharge and sediment conditions was studied in this research via generalized flume model experiment. The conclusions are as follows: (1) The area and size of alternate bars in straight channel declined with the reduction of sediment load from the upstream, and simultaneously the spacing between bars became shorter. (2) The downward movement speed of alternate bars decreased as the sediment load from the upstream decreased. In the case of large sediment load supplied from the upstream, siltation at the end of bars compressed the mainstream nearby, thus causing the beachhead of the opposite bank to move downstream. Such phenomenon was weakened when the sediment supplied from the upstream reduced. (3) In the presence of large sediment load from the upstream, the alternate bars were scoured although the principal channel was in deposition. With the reduction of sediment load supplied from the upstream, the channel was scoured instead. The deep trough which was close to the river bank sometimes would not be filled when alternate bars moved downstream, leading to the formation of inverted watercourse.

Key words

straight channel / alternate bars / fluvial process / discharge and sediment conditions / flume experiment

Cite this article

Download Citations
SHI Qi, ZHANG Xiao-feng, XU Quan-xi. Evolution of Alternate Bars in Straight Channel under Different Discharge and Sediment Conditions[J]. Journal of Changjiang River Scientific Research Institute. 2020, 37(4): 7-13 https://doi.org/10.11988/ckyyb.20190080

References

[1] 张俊勇, 陈 立, 王家生. 河型研究综述[J]. 泥沙研究, 2005 (4):76-81.
[2] 钱 宁.关于河流分类及成因问题的讨论[J].地理学报,1985(1):1-10.
[3] LEWIN J. Initiation of Bed Forms and Meanders in Coarse-grained Sediment[J]. Geological Society of America Bulletin, 1976, 87(2): 281-285.
[4] WELFORD M R. A Field Test of Tubino's (1991) Model of Alternate Bar Formation[J]. Earth Surface Processes and Landforms, 1994, 19(4): 287-297.
[5] EEKHOUT J P C, HOITINK A J F, MOSSELMAN E. Field Experiment on Alternate Bar Development in a Straight Sand-bed Stream[J]. Water Resources Research, 2013, 49(12): 8357-8369.
[6] NELSON J M, SMITH J D. Flow in Meandering Channels with Natural Topography[M]. Washington DC: American Geophysical Union, 1989.
[7] DEFINA A. Numerical Experiments on Bar Growth[J]. Water Resources Research, 2003, 39(4):1092.
[8] CROSATO A, MOSSELMAN E, BEIDMARIAM DESTA F, et al. Experimental and Numerical Evidence for Intrinsic Nonmigrating Bars in Alluvial Channels[J]. Water Resources Research, 2011, 47(3):140-153.
[9] KESEL R H. Human Modifications to the Sediment Regime of the Lower Mississippi River Flood Plain[J]. Geomorphology, 2003, 56(3/4): 325-334.
[10]VENDITTI J G, NELSON P A, MINEAR J T, et al. Alternate Bar Response to Sediment Supply Termination[J]. Journal of Geophysical Research: Earth Surface, 2012, 117(F2): F02039.
[11]尤联元, 金德生. 水库下游再造床过程的若干问题[J]. 地理研究, 1990, 9(4): 38-48.
[12]张春燕, 陈 立, 张俊勇, 等. 水库下游河流再造床过程中的河岸侵蚀[J]. 水科学进展,2005, 16(3): 356-360.
[13]陈建国, 周文浩, 陈 强. 小浪底水库运用十年黄河下游河道的再造床 [J]. 水利学报,2012, 43(2): 127-135.
[14]韩其为, 何明民. 三峡水库建成后长江中、下游河道演变的趋势[J]. raybet体育在线 院报,1997, 14(1): 62-66.
[15]卢金友, 黄 悦, 宫 平. 三峡工程运用后长江中下游冲淤变化 [J]. 人民长江, 2006, 37(9):55-57.
[16]黄真理. 阿斯旺高坝的生态环境问题 [J]. 长江流域资源与环境, 2001, 10(1): 82-88.
[17]钟 钢,陈 雯.从世界大河流域开发实践构想长江开发模式[J].长江流域资源与环境,1997,14(2):27-31.
PDF(5091 KB)

Accesses

Citation

Detail

Sections
Recommended

/

Baidu
map