Measurements of the sediment flocculation characteristics in the Three Gorges Reservoir, Yangtze River

被引:11
作者
Li, Wenjie [1 ]
Yu, Chengfeng [2 ]
Yang, Shengfa [1 ]
Yang, Yunping [3 ]
Yang, Wei [1 ]
Xiao, Yi [1 ]
机构
[1] Chongqing Jiaotong Univ, Natl Inland Waterway Regulat Engn Res Ctr, Chongqing, Peoples R China
[2] Chongqing Jiaotong Univ, Key Lab, Minist Educ Hydraul & Water Transport Eng, Chongqing, Peoples R China
[3] Minist Transport, Tianjin Res Inst Water Transport Engn, Key Lab Engn Sediment, Tianjin, Peoples R China
基金
中国国家自然科学基金;
关键词
field measurement; flocculation; flow velocity; particle size; sediment concentration; Three Gorges Reservoir; SUSPENDED SEDIMENT; SETTLING VELOCITY; COHESIVE SEDIMENT; TURBULENCE; CHANGJIANG; IMPACTS; WATER; ADV; DEPOSITION; STRENGTH;
D O I
10.1002/rra.3614
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The flocculation of fine sediments in the Three Gorges Reservoir (TGR) was confirmed in previous studies, but the flocculation characteristics have yet to be fully clarified. In this study, field measurements were conducted in the TGR to investigate the sediment flocculation characteristics. First, the instantaneous flow velocity and sediment concentration were measured through Acoustic Doppler velocimeter and sediment sampling. Then, the effective settling velocity was calculated based on the sediment diffusion theory to deduce the floc size and flocculation degree. Finally, the influences of particle size, flow velocity, and sediment concentration on flocculation were analyzed. Results showed that flocculation occurred in more than half of the sediments in the TGR, and the maximum flocculation degree was between 10 and 30. Flocculation weakened as particle diameter increased, with the critical particle size being approximately 0.018 mm, meaning that flocculation was unlikely to occur when the particle size exceeded the critical value. As the flow velocity increased, the flocculation degree first increased and then decreased, with the critical flow velocity being approximately 0.7 m/s, but the critical flow velocity increased with an increase in sediment concentration and tended to be a constant. The flocculation degree also increased with increasing sediment concentration and tended to be constant when the sediment concentration exceeded approximately 0.5 kg/m(3). The results provide new information on the flocculation characteristics of the TGR and should be useful for understanding and simulating fine sediment transport in the TGR.
引用
收藏
页码:1202 / 1212
页数:11
相关论文
共 84 条
[1]  
ALI OM, 1987, EGYPTIAN J SOIL SCI, V27, P223
[2]  
Chai Z. H., 2014, THESIS
[3]  
[柴朝晖 Chai Zhaohui], 2016, [长江科学院院报, Journal of Yangtze River Scientific Research Institute], V33, P1
[4]  
[柴朝晖 Chai Zhaohui], 2012, [水科学进展, Advances in Water Science], V23, P808
[5]  
Chen H. L., 2001, NEW TAIPEI J NURSING, V3, P35
[6]  
[陈锦山 Chen Jinshan], 2011, [泥沙研究, Journal of Sediment Research], P11
[7]   SIMULATION OF PARTICLE-SIZE DISTRIBUTION IN AN AGGREGATION BREAKUP PROCESS [J].
CHEN, W ;
BERG, JC ;
FISHER, RR .
CHEMICAL ENGINEERING SCIENCE, 1990, 45 (09) :3003-3006
[8]  
Chien N., 1999, MECH SEDIMENT TRANSP, P268, DOI DOI 10.1061/9780784404003
[9]   三峡库区水体中硫氧化菌的群落多样性 [J].
储巧玲 ;
杨渐 ;
蒋宏忱 .
微生物学报, 2018, 58 (04) :584-597
[10]   Non-equilibrium flocculation characteristics of fine-grained sediments in grid-generated turbulent flow [J].
Cuthbertson, Alan J. S. ;
Dong, Ping ;
Davies, Peter A. .
COASTAL ENGINEERING, 2010, 57 (04) :447-460