Impact of sand mining on alluvial channel flow characteristics

被引:27
作者
Barman, Bandita [1 ,2 ]
Kumar, Bimlesh [3 ]
Sarma, Arup Kumar [3 ]
机构
[1] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan, Hubei, Peoples R China
[2] Indian Inst Technol Guwahati, Gauhati, India
[3] Indian Inst Technol Guwahati, Dept Civil Engn, Gauhati 781039, India
关键词
Mining pit; Turbulent parameters; Bursting events; ACOUSTIC MEASUREMENTS; SEDIMENT ENTRAINMENT; BEDLOAD TRANSPORT; BOUNDARY-LAYER; BED; TURBULENCE; THRESHOLD; INITIATION; MIGRATION; DYNAMICS;
D O I
10.1016/j.ecoleng.2019.05.013
中图分类号
Q14 [生态学(生物生态学)];
学科分类号
071012 ; 0713 ;
摘要
Mining pit in a channel bed causes disturbance to the flow characteristics. To interpret the phenomenon of change in flow characteristics in a mining pit, experimental study was performed in a filling laboratory flume. This research focuses on the impact of mining pit on different turbulent parameters, such as flow velocity, Reynolds shear stress distribution, turbulent kinetic energy fluxes, and higher order moment distribution. We have observed dropped in flow velocity in the pit and also significant reversal velocity layer at the pit bottom. The analysis of Reynolds shear stress and higher order moment distribution shows higher values of velocity fluctuations in the pit than the upstream section. The response of bursting events, which is identified by the third order moment, shows influence of sweep events near the bed in all four sections. Third order moment analysis also shows a rise in dominance of sweep events along the flow depth in the pit and it's downstream, compared to the upstream section. The kurtosis distribution shows highly intermittent nature of turbulence close to the channel bed. The longitudinal turbulent kinetic energy fluxes and vertical turbulent kinetic energy fluxes are in downstream and downward directions for both inner and outer layer in the pit region, which shows an increase in bed particle mobility in that region, whereas it is present only in the inner layer at the upstream section. Additionally, improved bed load transport equation by incorporating pit geometry has been proposed for alluvial channel subjected to sand mining.
引用
收藏
页码:36 / 44
页数:9
相关论文
共 48 条
[1]   2-EQUATION TURBULENCE MODEL FOR FLOW IN TRENCHES [J].
ALFRINK, BJ ;
VANRIJN, LC .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1983, 109 (07) :941-958
[2]  
[Anonymous], 1977, TURBULENT STRUCTURE
[3]   Dynamic characterization of the migration of a mining pit in an alluvial channel [J].
Barman, Bandita ;
Kumar, Bimlesh ;
Sarma, Arup Kumar .
INTERNATIONAL JOURNAL OF SEDIMENT RESEARCH, 2019, 34 (02) :155-165
[4]   Turbulent flow structures and geomorphic characteristics of a mining affected alluvial channel [J].
Barman, Bandita ;
Kumar, Bimlesh ;
Sarma, Arup Kumar .
EARTH SURFACE PROCESSES AND LANDFORMS, 2018, 43 (09) :1811-1824
[5]   Multiscale characterization of migrating sand wave in mining induced alluvial channel [J].
Barman, Bandita ;
Sharma, Anurag ;
Kumar, Bimlesh ;
Sarma, Arup Kumar .
ECOLOGICAL ENGINEERING, 2017, 102 :199-206
[6]   Analysis of threshold and incipient conditions for sediment movement [J].
Beheshti, A. A. ;
Ataie-Ashtiani, B. .
COASTAL ENGINEERING, 2008, 55 (05) :423-430
[7]  
BENNETT SJ, 1995, J SEDIMENT RES A, V65, P29
[8]   ON THE ENTRAINMENT OF SEDIMENT AND INITIATION OF BED DEFECTS - INSIGHTS FROM RECENT DEVELOPMENTS WITHIN TURBULENT BOUNDARY-LAYER RESEARCH [J].
BEST, J .
SEDIMENTOLOGY, 1992, 39 (05) :797-811
[9]   On the Morphological Impacts of Gravel Mining: The Case of the Orco River [J].
Brestolani, Francesco ;
Solari, Luca ;
Rinaldi, Massimo ;
Lollino, Giorgio .
ENGINEERING GEOLOGY FOR SOCIETY AND TERRITORY, VOL 3: RIVER BASINS, RESERVOIR SEDIMENTATION AND WATER RESOURCES, 2015, :319-322
[10]  
Calderon Martha S., 2016, Journal of Ecology and Environment, V40, P13, DOI 10.1186/s41610-016-0018-8