Transverse concentration distribution in an open channel flow with bed absorption: A multi-scale approach

被引:41
作者
Barik, Swarup [1 ]
Dalal, D. C. [1 ]
机构
[1] Indian Inst Technol Guwahati, Dept Math, Gauhati 781039, India
来源
COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION | 2018年 / 65卷
关键词
Homogenization; Open channel flow; Transverse concentration distribution; Bed absorption; ENVIRONMENTAL DISPERSION; LONGITUDINAL DISPERSION; TRANSPORT-COEFFICIENTS; OSCILLATORY FLOWS; SORPTIVE EXCHANGE; STRAIGHT PIPE; WETLAND FLOW; SOLUTE; TUBE; CONTAMINANT;
D O I
10.1016/j.cnsns.2018.04.024
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
This study presents an analytical attempt to explore the two-dimensional concentration distribution in an open channel flow. Mei's homogenization technique is used to find the transverse concentration distribution up to third order approximations. It is well known that the Taylor dispersion model only predicts the longitudinal distribution of mean concentration and all the previous studies mostly focused on this. However, the transverse concentration distribution is important from environmental and industrial application view points. This study deduces an analytic solution of two-dimensional concentration distribution for an open channel flow with bed absorption by three-scale perturbation analysis that explores the pattern of scalar and its spreading across the channel under the effect of bed absorption. Results reveal that concentration of solute in the flowing fluid decreases with the increase in bed absorption parameter. It is also found that bed absorption causes large transverse concentration non-uniformity over the channel cross-section, especially in the downstream. (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:1 / 19
页数:19
相关论文
共 46 条
  • [1] Development, calibration and evaluation of two mathematical models for pollutant transport in a small river
    Ani, Elisabeta-Cristina
    Wallis, Steve
    Kraslawski, Andrzej
    Agachi, Paul Serban
    [J]. ENVIRONMENTAL MODELLING & SOFTWARE, 2009, 24 (10) : 1139 - 1152
  • [2] [Anonymous], INT J MECH AEROSPACE
  • [3] ON THE DISPERSION OF A SOLUTE IN A FLUID FLOWING THROUGH A TUBE
    ARIS, R
    [J]. PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1956, 235 (1200): : 67 - 77
  • [4] ON THE DISPERSION OF A SOLUTE IN PULSATING FLOW THROUGH A TUBE
    ARIS, R
    [J]. PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1960, 259 (1298): : 370 - 376
  • [5] On transport coefficients in an oscillatory Couette flow with nonlinear chemical decay reactions
    Barik, Swarup
    Dalal, D. C.
    [J]. ACTA MECHANICA, 2017, 228 (07) : 2391 - 2412
  • [6] Flow and dispersion in urban areas
    Britter, RE
    Hanna, SR
    [J]. ANNUAL REVIEW OF FLUID MECHANICS, 2003, 35 : 469 - 496
  • [7] BRITTER RE, 1989, ANNU REV FLUID MECH, V21, P317
  • [8] Brooks N. H., 1979, MIXING INLAND COASTA, P483
  • [9] Ecological risk assessment of PCBs and other organic contaminant residues in Laguna de Terminos, Mexico
    Carvalho, Fernando P.
    Villeneuve, Jean-Pierre
    Cattini, Chantal
    Rendon, Jaime
    de Oliveira, J. Mota
    [J]. ECOTOXICOLOGY, 2009, 18 (04) : 403 - 416
  • [10] Analytic modeling of two-dimensional transient atmospheric pollutant dispersion by double GITT and Laplace Transform techniques
    Cassol, Mariana
    Wortmann, Sergio
    Rizza, Umberto
    [J]. ENVIRONMENTAL MODELLING & SOFTWARE, 2009, 24 (01) : 144 - 151