Advances in modeling of bed particle entrainment sheared by turbulent flow

被引:64
作者
Dey, Subhasish [1 ,2 ,3 ]
Ali, Sk Zeeshan [1 ]
机构
[1] Indian Inst Technol Kharagpur, Dept Civil Engn, Kharagpur 721302, W Bengal, India
[2] Indian Stat Inst Kolkata, Phys & Appl Math Unit, Kolkata 700108, W Bengal, India
[3] Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
关键词
DOUBLE-AVERAGING CONCEPT; OPEN-CHANNEL FLOW; SEDIMENT ENTRAINMENT; INCIPIENT MOTION; PRESSURE-FLUCTUATIONS; BURSTING PHENOMENON; PICKUP PROBABILITY; OVERLAND FLOWS; THRESHOLD; TRANSPORT;
D O I
10.1063/1.5030458
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Bed particle entrainment by turbulent wall-shear flow is a key topic of interest in hydrodynamics because it plays a major role to govern the planetary morphodynamics. In this paper, the state-of-the-art review of the essential mechanisms governing the bed particle entrainment by turbulent wall-shear flow and their mathematical modeling is presented. The paper starts with the appraisal of the earlier multifaceted ideas in modeling the particle entrainment highlighting the rolling, sliding, and lifting modes of entrainment. Then, various modeling approaches of bed particle entrainment, such as deterministic, stochastic, and spatiotemporal approaches, are critically analyzed. The modeling criteria of particle entrainment are distinguished for hydraulically smooth, transitional, and rough flow regimes. In this context, the responses of particle size, particle exposure, and packing condition to the near-bed turbulent flow that shears the particles to entrain are discussed. From the modern experimental outcomes, the conceptual mechanism of particle entrainment from the viewpoint of near-bed turbulent coherent structures is delineated. As the latest advancement of the subject, the paper sheds light on the origin of the primitive empirical formulations of bed particle entrainment deriving the scaling laws of threshold flow velocity of bed particle motion from the perspective of the phenomenological theory of turbulence. Besides, a model framework that provides a new look on the bed particle entrainment phenomenon stemming from the stochastic-cum-spatiotemporal approach is introduced. Finally, the future scope of research is articulated with open questions. Published by AIP Publishing.
引用
收藏
页数:30
相关论文
共 129 条
[1]   Particle densimetric Froude number for estimating sediment transport [J].
Aguirre-Pe, J ;
Olivero, ML ;
Moncada, AT .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2003, 129 (06) :428-437
[2]  
Aguirre-Pe J., 1991, Proceedings of the 24th Congress of International Association for Hydraulic Research, P149
[3]  
Aksoy S., 1973, INT ASS HYDRAUL RES, V1, P217
[4]   Impact of phenomenological theory of turbulence on pragmatic approach to fluvial hydraulics [J].
Ali, Sk Zeeshan ;
Dey, Subhasish .
PHYSICS OF FLUIDS, 2018, 30 (04)
[5]   Origin of the scaling laws of sediment transport [J].
Ali, Sk Zeeshan ;
Dey, Subhasish .
PROCEEDINGS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2017, 473 (2197)
[6]   Hydrodynamics of sediment threshold [J].
Ali, Sk Zeeshan ;
Dey, Subhasish .
PHYSICS OF FLUIDS, 2016, 28 (07) :075103
[7]  
[Anonymous], 1977, TURBULENT STRUCTURE
[8]  
Apperley L. W., 1968, THESIS
[9]  
Ashida K., 1973, Intl. Assoc. Hydraul. Res. , Proc., 15th Congress, Istanbul, V1, P475
[10]   FLUID FORCES ON A BODY IN SHEAR-FLOW - EXPERIMENTAL USE OF STATIONARY FLOW [J].
BAGNOLD, RA .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1974, 340 (1621) :147-&