Bulk scaling of flow characteristics in the interior of sparse, emergent and rigid vegetation patch

Soumen Maji; Prashanth Reddy Hanmaiahgari

doi:10.1051/e3sconf/20184002026

All issues

Volume 40 (2018)

E3S Web Conf., 40 (2018) 02026

References

Open Access

Issue		E3S Web Conf. Volume 40, 2018 River Flow 2018 - Ninth International Conference on Fluvial Hydraulics


Article Number		02026
Number of page(s)		8
Section		River morphodynamics and restoration
DOI		https://doi.org/10.1051/e3sconf/20184002026
Published online		05 September 2018

Chanson, H., M. Trevethan and S. I. Aoki, Acoustic doppler velocimetry (adv) in small estuary: field experience and signal post processing. Flow Measurement and Instrumentation 19(5), 307-313, (2008). [CrossRef] [Google Scholar]
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Ricardo, A. M., Koll, K., Franca, M. J., Schleiss, A. J. and Ferreira, R. M.L. 'The terms of turbulent kinetic energy budget within random arrays of emergent cylinders', Water Resources Research , 50(5), pp. 4131-4148, (2014). [CrossRef] [Google Scholar]
Rubol, S., Battiato, I., and de Barros, F.P. Vertical dispersion in vegetated shear flows. Water Resources Research , 52(10), 8066-8080, (2016). [CrossRef] [Google Scholar]
Stoesser, T., Kim, S. J. and Diplas, P. 'Turbulent flow through idealized emergent vegetation', Journal of Hydraulic Engineering , 136(12), pp. 1003-1017,(2010). [CrossRef] [Google Scholar]

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[1] Chanson, H., M. Trevethan and S. I. Aoki, Acoustic doppler velocimetry (adv) in small estuary: field experience and signal post processing. Flow Measurement and Instrumentation 19(5), 307-313, (2008). [CrossRef] [Google Scholar]

[2] Goring, D. G. and V. I. Nikora, Despiking acoustic doppler velocimeter data. Journal of Hydraulic Engineering 128(1), 117-126, (2002). [CrossRef] [Google Scholar]

[3] Meftah, M. B., and Mossa, M. Prediction of channel flow characteristics through square arrays of emergent cylinders. Physics of Fluids (1994-present) , 25(4), 045102, (2013). [CrossRef] [Google Scholar]

[4] O'Hare, M.T. 'Aquatic vegetation - a primer for hydrodynamic specialists', Journal of Hydraulic Research. Taylor and Francis , 53(6), pp. 687-698. (2015). [Google Scholar]

[5] Ricardo, A. M., Koll, K., Franca, M. J., Schleiss, A. J. and Ferreira, R. M.L. 'The terms of turbulent kinetic energy budget within random arrays of emergent cylinders', Water Resources Research , 50(5), pp. 4131-4148, (2014). [CrossRef] [Google Scholar]

[6] Rubol, S., Battiato, I., and de Barros, F.P. Vertical dispersion in vegetated shear flows. Water Resources Research , 52(10), 8066-8080, (2016). [CrossRef] [Google Scholar]

[7] Stoesser, T., Kim, S. J. and Diplas, P. 'Turbulent flow through idealized emergent vegetation', Journal of Hydraulic Engineering , 136(12), pp. 1003-1017,(2010). [CrossRef] [Google Scholar]