Minwoo Son, Ph.D. - Publications
Affiliations: | 2009 | University of Florida, Gainesville, Gainesville, FL, United States |
Area:
Civil Engineering, Geological Engineering, Sedimentary GeologyYear | Citation | Score | |||
---|---|---|---|---|---|
2018 | Son M, Bombardelli FA, Park B, Byun J. On the Inverse Relationship between Concentration and Size of Cohesive Sediment Journal of Coastal Research. 85: 56-60. DOI: 10.2112/Si85-012.1 | 0.347 | |||
2015 | Shin HJ, Son M, Lee GH. Stochastic flocculation model for cohesive sediment suspended in water Water (Switzerland). 7: 2527-2541. DOI: 10.3390/w7052527 | 0.363 | |||
2014 | Byun J, Son M. Effect of Schmidt Number on Cohesive and Non-cohesive Sediment Suspension Modeling Journal of Korea Water Resources Association. 47: 703-715. DOI: 10.3741/JKWRA.2014.47.8.703 | 0.444 | |||
2013 | Son M, Lee GH. On effects of skewed and asymmetric oscillatory flows on cohesive sediment flux: Numerical study Water Resources Research. 49: 4409-4423. DOI: 10.1002/wrcr.20365 | 0.44 | |||
2011 | Son M, Hsu TJ. The effects of flocculation and bed erodibility on modeling cohesive sediment resuspension Journal of Geophysical Research: Oceans. 116. DOI: 10.1029/2010Jc006352 | 0.64 | |||
2011 | Son M, Hsu TJ. Idealized study on cohesive sediment flux by tidal asymmetry Environmental Fluid Mechanics. 11: 183-202. DOI: 10.1007/S10652-010-9193-9 | 0.574 | |||
2009 | Son M, Hsu TJ. The effect of variable yield strength and variable fractal dimension on flocculation of cohesive sediment. Water Research. 43: 3582-92. PMID 19559457 DOI: 10.1016/j.watres.2009.05.016 | 0.597 | |||
2008 | Son M, Hsu TJ. Flocculation model of cohesive sediment using variable fractal dimension Environmental Fluid Mechanics. 8: 55-71. DOI: 10.1007/S10652-007-9050-7 | 0.6 | |||
2007 | Hsu TJ, Son M. A fine sediment transport modeling framework and its application to fluid mud processes Coastal Sediments '07 - Proceedings of 6th International Symposium On Coastal Engineering and Science of Coastal Sediment Processes. DOI: 10.1061/40926(239)130 | 0.472 | |||
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