Overbank flows or compound open-channel flows

Problematic issue

The aim is to study the hydrodynamic complexity of overflowing river flows, which are also called flows in a compound open-channel, consisting of a main channel and adjacent floodplains. Since 2014, research has focused on the impact of floodplain land use on extreme flood flows, particularly in the context of the ANR FlowRes project (2015-2018).

Scientific issues

  • Impact of variations in the floodplain land use on the flow structure (time-averaged streamwise velocity, secondary currents, turbulence statistics, and coherent structures) in main channel and floodplain.
  • What drives the emergence of large horizontal coherent structures within the planform shear layer between main channel and floodplain (bearing in ming that theses structures have a strong impact on the river flow conveyance)?
  •  Effect of unsteady flow conditions on the water levels and river flow conveyance (difference between rising and falling limbs).


We rely on laboratory experiments in a wide flume (photos below), on a field case (floods on the Doubs river in Besançon), on 1D, 2D and 3D numerical modelling with industrial or research codes.

Wide flume with a compound open-channel configuration  (central main channel + two adjacent floodplains) and various land uses of the floodplains: meadow model, i.e. dense artificial ‘grass’; tree models. PhD of V. Dupuis (2013-2016)

Example of experimental result

Effects of transverse currents on the shear layer (based on mean velocity distribution): half the mixing layer width, δ / 2,  with δ = 2 (y0.75y0.25). Arrow indicates the direction of transverse currents. Proust and Nikora (2018)

Example of numerical result

Simulations of non-uniform flows in compound open-channel using the Open FOAM code, with SAS K-Omega SST turbulence model: (top) vertical axis vorticity; (bottom) helical secondary currents. Post-doctorate of M. Chatelain (2017-2018)

Research project

ANR FLOWRES project (2015-2018). ‘Predicting the flow in the floodplains with evolving land occupations during extreme flood events’



Irstea Lyon-Villeurbanne, Institut National des Sciences Appliquées de lyon, Institut de Mécanique des Fluides de Toulouse, Laboratoire d’Hydraulique Saint-Venant.


Instituto Superior Técnico (Lisbon, Portugal), Université y Agder (Grimstad, Norway), Université catholique de Louvain-la-Neuve (Belgium), Service Public de Wallonie (Direction des Recherches Hydrauliques, Châtelet, Belgium), Karlsruhe Institut of Technology (Germany), École Nationale Polytechnique d’Alger (Algeria), National Institute of Technology of Rourkela (India), Aberdeen University (United Kingdom).

PhD theses and post-doctorates

  • January 2013 – June 2016: PhD of Victor Dupuis entitled : ‘Experimental investigation of flows subjected to a longitudinal transition in hydraulic roughness in single and compound channels’. PhD Université de Lyon, École Doctorale ED162. Co-supervised by S. Proust, C. Berni, and A. Paquier (director)
  • March 2017 – August 2018: Post-doctorate of Marc Chatelain entitled ‘3D LES (Large Eddy Simulation) of floodplain flows in the presence of emergent and slightly submerged macro-roughness elements’. Supervised by S. Proust.
  • October 2017 – September 2020: PhD of Yassine Kaddi entitled ‘1D+ Modelling (ISM) of a complex hydraulic network. Application to the operational forecasting of high flow events and floods related to the sizing of civil engineering structures.’ Supervised by: FX Cierco (CNR), JB Faure (Irstea), S. Proust (director).