Bousmar D, “Flow modelling in compound channels: Momentum transfer between main channel and prismatic or non-prismatic floodplains”, PhD Thesis, University of Catholique de Louvain, Louvainla, Belgium, 2002.
Bousmar D, Winkin N, Jacquemart JH, Zech Y, “Overbank flow in symmetrically narrowing floodplains”, Journal of Hydraulic Engineering (ASCE), 2004, 130 (4), 305-312.
Bousmar D, Proust S, Zech Y, “Experiments on the flow in a enlarging compound channel”, The International Conference On Fluvial Hydraulics (River Flow 2006), Lisbon, Portugal, 6-8 September, 2006.
Bousmar D, Jacqmin T, Wyseur S, Van Emelen S, “Flow in skewed compound channels with rough floodplains”, The International Conference On Fluvial Hydraulics (River Flow 2012), San Jose, Costa Rica, 5-7 September, 2012.
Chlebek J, “Modelling of simple prismatic channels with varying roughness using the SKM and a study of flows in smooth non-prismatic channels with skewed floodplain”, PhD Thesis, University of Birmingham, Birmingham, UK, 2009.
Das BS, Khatua KK, “Water surface profile computation for compound channel having diverging floodplains”, ISH Journal of Hydraulic Engineering, 2019, 25 (3), 336-349.
Elliott SCA, Sellin RHJ, “SERC flood channel facility: Skewed flow experiments”, Journal of Hydraulic Research (IAHR), 1990, 28 (2), 197-214.
Ervine DA, Jasem HK, “Observations on flows in skewed compound channels”, Proceedings of the Institution of Civil Engineers-Water Maritime and Energy, 1995, 112, 249-259.
James M, Brown BJ, “Geometric parameters that influence floodplain flow, waterways experiment section”, Report H-77-1, Hydraulics Laboratory, Department of Defense, US Army Corps of Engineering, Vicksburg, Mississippi, 1977.
Jasem HK, “Flow in two-stage channels with the main channel skewed to the flood plain direction”, PhD Thesis, University of Glasgow, Glasgow, Scotland, 1990.
Naik B, Khatua KK, “Water surface profile computation for compound channels with narrow flood plains”, Arabian Journal for Science and Engineering, 2017, 42 (3), 941-995.
Ranga Raju KG, Asawa GL, Mishra HK, “Flow-establishment length in rectangular channels and ducts”, Journal of Hydraulic Engineering (ASCE), 2000, 126 (7), 533-539.
Rezaei B, “Overbank flow in compound channels with prismatic and non-prismatic floodplains”, PhD Thesis, University of Birmingham, Birmingham, UK, 2006.
Rezaei B, Knight DW, “Overbank flow in compound channels with non-prismatic flood plains”, Journal of Hydraulic Engineering (ASCE), 2011, 137 (8), 815-824.
Sellin RHJ, “A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain”, La Houille Blanche, 1964, 7, 793-802.
Sellin RHJ, “Hydraulic performance of a skewed two-stage flood channel”, Journal of Hydraulic Research (IAHR), 1995, 33 (1), 43-64.
Shiono K, Knight DW, “Turbulent open-channel flows with variable depth across the channel”, Journal of Fluid Mechanics, 1991, 222, 617-646.
Tominaga A, Nezu I, “Turbulent structure in compound open-channel flows”, Journal of Hydraulic Engineering (ASCE), 1991, 117 (1), 21-41.
Vojoudi Mehrabani F, Mohammadi M, Ayyoubzadeh SA, Fernandes JN, Ferreira RML, “Turbulent flow structure in a vegetated non-prismaticcompound channel”, River Research and Applications, 2020, 36 (9), 1868-1878.
Yonesi HA, Omid MH, Ayyoubzadeh SA, “The hydraulics of flow in non-prismatic compound channels”, Journal of Civil Engineering and Urbanism, 2013, 3 (6), 342-356.
)