Depth-averaged flow in presence of submerged cylindrical elements2006Huthoff, F.
Augustijn, D.C.M.
Hulscher, S.J.M.H.
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Analytical solution of the depth-averaged flow velocity in case of submerged rigid cylindrical vegetation.2007Huthoff, F.
Augustijn, D.C.M.
Hulscher, S.J.M.H.
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Theory for flow resistance caused by submerged roughness elements.2012Huthoff, F.
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Theory for flow resistance caused by submerged roughness elements2012Huthoff, F.
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A new method to account for large-scale mixing processes in spatially-averaged flow models.2007Huthoff, F.
Roos, P.C.
Augustijn, D.C.M.
Hulscher, S.J.M.H.
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Hydraulic Modeling of an Automatic Upstream Water Level Control Gate for Submerged Flow Conditions.2008Belaud, G.
Litrico, X.
Graaff, B. de
Baume, J.P.
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Evaluation of flow formulas for submerged vegetation2011Augustijn, D.C.M.
Galema A.A.
Huthoff F.
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Different sediment mixtures at constant flow conditions can produce the same celerity of bed disturbances.2008Mosselman, E.
Sloff, K.
Vuren, van S.
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How much water can flow into the Netherlands via the large rivers?2016Kok Matthijs,
Pol Joost,
Vriend Huib de
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Characterising natural bedform morphology and its influence on flow2016Lefebvre Alice,
Paarlberg Andries,
Winter Christian
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