TY - GEN
T1 - Modeling of particle dispersion in the meandering channels
AU - Seo, I. W.
AU - Park, I.
N1 - Publisher Copyright:
© 2016 Taylor & Francis Group, London.
PY - 2016
Y1 - 2016
N2 - Complex flow structure in the meandering channel generates heterogeneously distributed dispersion coefficients, and thus the conventional advection-dispersion model is not appropriate to contain the spatially varied dispersion coefficient. In this study, the two-dimensional particle dispersion model was developed to calculate pollutant mixing without inputting dispersion coefficients in the complex flow field. The particle dispersion model calculates shear dispersion using the shear dispersion theory and particle tracking technique instead of the concentration gradient model in which the decision of the dispersion coefficient is essential. Simulations of soluble pollutant mixing in the meandering channels which have sinuosity of 1.2, 1.5 and 1.7 show that the transverse pollutant mixing in the larger sinuosity channel was more activated than the smaller sinuosity channel. Also, the tail of pollutant cloud in the high sinuosity channel was bifurcated at the first apex due to the stretching in the span-wise direction by shear advection. Calculation results of transverse dispersion coefficients from the simulation results show that the model adequately calculates transverse mixing when the results were compared with the previous studies.
AB - Complex flow structure in the meandering channel generates heterogeneously distributed dispersion coefficients, and thus the conventional advection-dispersion model is not appropriate to contain the spatially varied dispersion coefficient. In this study, the two-dimensional particle dispersion model was developed to calculate pollutant mixing without inputting dispersion coefficients in the complex flow field. The particle dispersion model calculates shear dispersion using the shear dispersion theory and particle tracking technique instead of the concentration gradient model in which the decision of the dispersion coefficient is essential. Simulations of soluble pollutant mixing in the meandering channels which have sinuosity of 1.2, 1.5 and 1.7 show that the transverse pollutant mixing in the larger sinuosity channel was more activated than the smaller sinuosity channel. Also, the tail of pollutant cloud in the high sinuosity channel was bifurcated at the first apex due to the stretching in the span-wise direction by shear advection. Calculation results of transverse dispersion coefficients from the simulation results show that the model adequately calculates transverse mixing when the results were compared with the previous studies.
UR - https://www.scopus.com/pages/publications/85015274251
U2 - 10.1201/9781315644479-15
DO - 10.1201/9781315644479-15
M3 - Conference contribution
AN - SCOPUS:85015274251
SN - 9781138029132
T3 - River Flow - Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2016
SP - 73
EP - 78
BT - River Flow - Proceedings of the International Conference on Fluvial Hydraulics, RIVER FLOW 2016
A2 - Constantinescu, George
A2 - Garcia, Marcelo
A2 - Hanes, Dan
PB - CRC Press/Balkema
T2 - International Conference on Fluvial Hydraulics, RIVER FLOW 2016
Y2 - 11 July 2016 through 14 July 2016
ER -