Direct measurement of vegetation resistance in prototype scale

By Aronne Armanini, M. Righetti, P. Grisenti. 2005

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On inducing equations for vegetation resistance (2007, background): “The well-known Chézy formula is: ū = C√Ri (1) In this equation C is a parameter that expresses the hydraulic roughness of the bed and banks of a channel (m1/2/s).”
Modeling the flow resistance of woody vegetation using physically based properties of the foliage and stem (2014, methodology): “For leafless woody vegetation, the frontalprojected area in still air or under the flow is typically used [e.g., Armanini et al., 2005; Wunder et al., 2011].”
Characteristic reference areas for estimating flow resistance of natural foliated vegetation (2013, background): “(2008) compared ivy to the willows of Armanini et al. (2005) and found 84 that the share of foliage to drag was larger for the species having more abundant foliage, i.”