Ackers, P. (1991). The hydraulic design of straight compound channels. Vol. 1, Report SR 281, HR Wallingford.
Ackers, P. (1993). Flow formulae for straight two-stage channels. Journal of Hydraulic Research, 31(4), 509-531.
Al-Khatib, I.A., Abaza, K.A. & Fkhidah, I.A. (2014). Prediction of zonal and total discharges in smooth straight prismatic compound channels using regression modeling. Flow Measurement and Instrumentation, 38, 40-48.
Ayyoubzadeh, S.A. (1997). Hydraulic aspects of straight-compound channel flow and bed load sediment transport. PhD Diss., University of Birmingham.
Azamathulla, H.M. & Zahiri, A. (2012). Flow discharge prediction in compound channels using linear genetic programming. Journal of Hydrology, 454, 203-207.
Bousmar, D. & Zech, Y. (1999). Momentum transfer for practical flow computation in compound channels. Journal of Hydraulic Engineering, 125(7), 696-706.
Chen, G., Zhao, S., Huai, W. & Gu, S. (2019). General model for stage–discharge prediction in multi-stage compound channels. Journal of Hydraulic Research, 57(4), 517-533.
Conway, P., O'Sullivan, J.J. & Lambert, M.F. (2013). Stage–discharge prediction in straight compound channels using 3D numerical models. Proceedings of the Institution of Civil Engineers-Water Management, 166(1), 3-15.
Fischer-Antze, T., Stoesser, T., Bates, P. & Olsen, N. (2001). 3D numerical modelling of open-channel flow with submerged vegetation. Journal of Hydraulic Research, 39(3), 303-310.
Gibson, M.M. & Spalding, D.B. (1972). A two-equation model of turbulence applied to the prediction of heat and mass transfer in wall boundary layers. A1ChE-ASME Heat Transfer Conf, ASME Publication 72-HT-15, 1-8, New York.
James, C.S., Wark, J.B. & Ackers, P. (1994). Design of straight and meandering compound channels, NRA R&D Report 13, RR, Wallingford, UK.
Jazizadeh, F. & Zarrati, A. (2008). Development of a three-dimensional numerical model to solve shallow-water equations in compound channels. Canadian Journal of Civil Engineering, 35(9), 963-974.
Keller, R. & Rodi, W. (1988). Prediction of flow characteristics in main channel/flood plain flows. Journal of Hydraulic Research, 26(4), 425-441.
Kordi, H., Amini, R., Zahiri, A. & Kordi, E. (2015). Improved Shiono and Knight method for overflow modeling. Journal of Hydrologic Engineering, 20(12), https://doi.org/10.1061/(ASCE)HE.1943-5584.000123.
Krishnappan, B.G. & Lau, Y.L. (1986). Turbulence modeling of flood plain flows. Journal of Hydraulic Engineering, 112(4), 251-266.
Lambert, M. & Sellin, R. (1996). Discharge prediction in straight compound channels using the mixing length concept. Journal of Hydraulic Research, 34(3), 381-394.
Launder, B.E. & Spalding, D.B. (1972). Lectures in mathematical models of turbulence. Academic Press, 169p.
Launder, B.E. & Spalding, D.B. (1983). The numerical computation of turbulent flows. In: Numerical prediction of flow, heat transfer, turbulence and combustion, 96-116, Elsevier.
Leonard, B.P. (1979). A stable and accurate convective modelling procedure based on quadratic upstream interpolation. Computer Methods in Applied Mechanics and Engineering, 19(1), 59-98.
Limerinos, J.T. (1970). Determination of the Manning coefficient from measured bed roughness in natural channels, 1898-B. US Government Printing Office Washington, DC.
Najafyan, S., Yonesi, H., Parsai, A. & Torabi-Poude, H. (2016). Physical and Numerical Modeling of Flow in Heterogeneous Roughness Non-Prismatic Compound Open Channel. Irrigation and Drainage Structures Engineering Research, 17(66), 87-104. (In Persian)
Najafzadeh, M. & Zahiri, A. (2015). Neuro-fuzzy GMDH-based evolutionary algorithms to predict flow discharge in straight compound channels. Journal of Hydrologic Engineering, 20(12), https://doi.org/10.1061/(ASCE)HE.1943-5584.0001 185.
Nezu, I., Tominaga, A. & Nakagawa, H. (1993). Field measurements of secondary currents in straight rivers. Journal of Hydraulic Engineering, 119(5), 598-614.
Ng, K.H., & Spalding, D.B. (1983). Turbulence model for boundary layers near walls. Physics of Fluids, 15(1), 20-30.
Othman, F. & Valentine, E.M. (2006). Numerical modelling of the velocity distribution in a compound channel. J. Hydrol. Hydromech, 54(3), 269-279.
Parsaei, A. & Haghiabi, A.H. (2015). Hydraulic analysis of compound open channel. Journal of Applied Research in Water and Wastewater, 2(1), 137-142.
Parsaie, A. & Haghiabi, A.H. (2017). Improving modelling of discharge coefficient of triangular labyrinth lateral weirs using SVM, GMDH and MARS techniques. Irrigation and drainage, 66(4), 636-654.
Patankar, S.V. (1980). Numerical heat transfer and fluid flow, Hemisphere Publ. Corp., New York, 214p.
Rodi, W. (1980). Turbulence models and their application in hydraulics-A state-of-the-art. IAHR Publication, DELFT, The Netherlands.
Rodi, W. & Spalding, D.B. (1970). A two-parameter model of turbulence, and its application to free jets. Wärme-und Stoffübertragung, 3(2), 85-95.
Sahu, M., Khatua, K. & Mahapatra, S. (2011). A neural network approach for prediction of discharge in straight compound open channel flow. Flow Measurement and Instrumentation, 22(5), 438-446.
Sellin, R.H.J. (1964). A laboratory investigation into the interaction between the flow in the channel of a river and that over its flood plain. La Houille Blanche, Grenoble, France, 7, 793-802.
Shiono, K. & Knight, D. (1988). Two-dimensional analytical solution for a compound channel. Proceedings of 3rd international symposium on refined flow modelling and turbulence measurements, Tokyo, Japan, 26-28 July 1988, 503-510.
Shiono, K. & Knight, D.W. (1991). Turbulent open-channel flows with variable depth across the channel. Journal of Fluid Mechanics, 222, 617-646.
Singh, P.K. (2021). Experimental study on the flow structure of asymmetric compound channels. PhD Thesis, School of Civil Engineering, University of Liverpool, China, 311p.
Spalding, D. (1983). Heat transfer from turbulent separated flows. In: Numerical Prediction of Flow, Heat Transfer, Turbulence and Combustion, 9-21, Elsevier.
Thomas, T. & Williams, J. (1995). Large eddy simulation of turbulent flow in an asymmetric compound open channel. Journal of Hydraulic Research, 33(1), 27-41.
Tominaga, A. & Nezu, I. (1991). Turbulent structure in compound open-channel flows. Journal of Hydraulic Engineering, 117(1), 21-41.
Unal, B., Mamak, M., Seckin, G. & Cobaner, M. (2010). Comparison of an ANN approach with 1-D and 2-D methods for estimating discharge capacity of straight compound channels. Advances in Engineering Software, 41(2), 120-129.
Versteeg, H.K. & Malalasekera, W. (2007). An introduction to computational fluid dynamics: the finite volume method, Pearson education., England, 503p.
Vreugdenhil, C.B. (1994). Numerical methods for shallow-water flow, Vol. 13. Water Science and Technology Library, Springer Dordrecht, 262p.
Wang, W., Huai, W.-X. & Gao, M. (2014). Numerical investigation of flow through vegetated multi-stage compound channel. Journal of Hydrodynamics, 26(3), 467-473.
Yakhot, V. & Orszag, S.A. (1986). Renormalization group analysis of turbulence. I. Basic theory. Journal of Scientific Computing, 1(1), 3-51.
Zahiri, A. & Azamathulla, H.M. (2014). Comparison between linear genetic programming and M5 tree models to predict flow discharge in compound channels. Neural Computing and Applications, 24(2), 413-420
