Abstract
Vegetation resistance is generally evaluated using drag coefficient CD related to friction factor f; however, some authors examined a possibility of employing classic hydraulic roughness coefficients (i.e., Nikuradse’s or Strickler’s) to calculate vegetation resistance in case of high submergence (h/k > 5, in which h is flow height and k represents vegetation height). In order to compare conventional roughness at high submergence levels, an experimental methodology was developed, focused, in particular, on fully submerged and rigid vegetation, for different hydraulic conditions and varying non-dimensional vegetation density.
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References
Augustijn DCM, Huthoff F, van Velzen EH (2008). Comparison of vegetation roughness descriptions. In: Proceedings River Flow 2008 International Conference, Izmir, Turkey, 343–350
Beecham S, Khiadani MH, Kandasamy J (2005) Friction factors for spatially varied flows with increasing discharge. J Hydraul Eng-ASCE 131:792–799
Chow VT (1988) Open Channel Hydraulics. Mc-Graw Hill, New York, NY, USA
Ferguson R (2010) Time to abandon the manning equation? Earth Surf Process Landforms 35:1873–1876
Gioia G, Bombardelli FA (2002) Scaling and similarity in rough channel flows. Phys Rev Lett 88(1):14501–14504
Huthoff F (2012) Theory for flow resistance caused by submerged roughness elements. J Hydraul Res 50(1):10–17
Huthoff F, Augustijn DCM, Hulscher SJMH (2007) Analytical solution of the depth averaged flow velocity in case of submerged rigid cylindrical vegetation. Water Resour Res 43:W06413. doi:10.1029/2006WR005625
Huthoff F, Straatsma WM, Augustijn DCM, Hulscher SJMH (2013) Evaluation of a simple Hydraulic resistance model using flow measurements collected in vegetated waterways. Open J Mod Hydrol 3: 28–37. http://dx.doi.org/10.4236/ojmh.2013.31005
Konings AG, Katul GG, Thompson SE (2012) A phenomenological model for the flow resistance over submerged vegetation. Water Resour Res 48:W02522. doi:10.1029/2011WR011000
Lopez F, Garcia M (2001) Mean flow and turbulence structure of open-channel flow through nonemergent vegetation. J Hydraul Eng 127(5):392–402
Mrokowska MM, Rowiński PM, Kalinowska MB (2014) Notes on the estimation of resistance to flow during flood wave propagation. Hydrol Earth Syst Sci Discuss 11:13311–13352
Mrokowska MM, Rowiński PM, Kalinowska MB (2015) A methodological approach of estimating resistance to flow under unsteady flow conditions. Hydrol Earth Syst Sci 19:4041–4053. doi:10.5194/hess-19-4041-2015
Nepf HM (2012) Hydrodynamics of vegetated channels. J Hydraul Res 50(3):262–279
Powell M (2014) Flow resistance in gravel-bed rivers: progress in research. Earth-Sci Rev 136:301–338
Yen BC (2002) Open channel flow resistance. J Hydraul Eng 128(1):20–39
Acknowledgments
Vittorio Pasquino wants to acknowledge his Ph.D. Supervisor, Professor Guelfo Pulci Doria (1942–2014) for his unforgettable teachings and advices.
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Pasquino, V., Gualtieri, P., Doria, G.P. (2016). On Evaluating Flow Resistance of Rigid Vegetation Using Classic Hydraulic Roughness at High Submergence Levels: An Experimental Work. In: Rowiński, P., Marion, A. (eds) Hydrodynamic and Mass Transport at Freshwater Aquatic Interfaces. GeoPlanet: Earth and Planetary Sciences. Springer, Cham. https://doi.org/10.1007/978-3-319-27750-9_22
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DOI: https://doi.org/10.1007/978-3-319-27750-9_22
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