[1] Sellin, R. H. J., "A Laboratory Investigation into the Interaction between Flow in the Channel of a River and That of Floodplain", La Houille Blanche, 1964, 7, 793-801.
[2] Ikeda, S., "Role of Lateral Eddies in Sediment Transport and Channel Formation", River Sedimentation, Jayawardena, Lee and Wang, eds., Balkema Rotterdam, 1999, 195-203.
[3] Buosmar, D., "Flow Modeling in Compound Channels-Momentum Transfer Between Main Channel and Prismatic and Non-Prismatic Floodplains", PhD Thesis, Universite Catholiqe de Louvian, Belgium, 2002.
[4] Rezaei, B., "Overbank Flow in Compound Channels with Prismatic and Non-Prismatic Floodplains", PhD Thesis, University of Birmingham, UK, 2006.
[5] Wormleaton, P. R., "Determination of Discharge in Compound Channels using The Dynamic Equation For Lateral Velocity Distribution", International Conference on Fluvial Hydraulics, Belgrade, Hungary, 1988, pp 98-103.
[6] Knight, D. W., Shiono, K., Pirt, J., "Prediction of Depth Mean Velocity and Discharge in Natural Rivers With Overbank Flow", International Conference on Hydraulic and Environmental Modelling of Coastal, Estuarine and River Waters, (Ed. R. A. Falconer, P. Goodwin, R. G. S. Mathew), Gower Technical, University of Bradford, September, 1989, pp 419-428.
[7] Wark, J. B., Samuel, P. G., Ervine, D. A., "A Practical Method of Estimating Velocity and Discharge in Compound Channels", International Conference On River Flood Hydraulics", (Edited by White, W. R.), Hydraulic Research Ltd., J. Wiley & Sons, September, 1990, pp 163-172.
[8] Ervine, D. A., Babaeyan- Koopaei, K., Sellin, R. H. J., "Two-Dimensional Solution for Straight and Meandering Overbank Flows", Journal of Hydraulic Engineering, 2000, 126 (9), 653-669.
[9] Naot, D., Nezu, I., Nakagawa, H., "Calculation of Compound Open Channel Flow", Journal of Hydraulic Engineering,1993, 119 (2), 1418-1426.
[10] Noat, D., Rodi, W., "Calculation of Secondary Currents in Channel Flow", Journal of Hydraulic Division, 1982, 108 (8), 948-968.
[11] Tominaga, A., Nezu, I., "Turbulent Structure in Compound Open Channel Flows", Journal of Hydraulic Engineering, 1991, 117 (1), 21-40.
[12] Cokljat, D., Younis, B., "Second Order Closure Study of Open-Channel Flows", Journal of Hydraulic Engineering, 1995, 121 (2), 94-107.
[13] Launder, B. E., Reece, G. J., Rodi, W., "Progress in the Development of Reynolds Stress Turbulent Closure", Journal of Fluid Mechanics, 1975, 68, 537-566.
[14] MacWilliams, M. L., "Three-Dimensional Hydrodynamic Simulation of River Channels and Floodplains", PhD Thesis, Stanford University, 2004.
)