Adarsh,S and Janga Reddy,M. 2010. Use of Particle Swarm Optimization for Optimal Design of Composite Channels. Journal of Intelligent Systems. In Press, 19.3: 227-248.
Babaeyan-Koopaei,K., Valentine,E.M and Swailes,D.C. 2000. Optimal design of parabolic-bottomed triangle canals, Journal of Irrigation and Drainage Engineering. 126.6: 408–411.
Bhattacharjya,R.K. 2006. Optimal design of open channel section incorporating critical flow condition. Journal of Irrigation and Drainage Engineering ASCE Library. 132.5: 513-518.
Das,A. 2007. Optimal design of channel having horizontal bottom and parabolic side. Journal of Irrigation and Drainage Engineering. 133.2:192-197.
Dupuis,V., Proust,S., Berni,C., Paquier,A. 2017. Compound channel flow with a longitudinal transition in hydraulic roughness over the floodplains. Environmental Fluid Mechanics. 17.5: 903–928.
Einstein,H.A. 1934. Der hydraulische oder Profilradius [The hydraulic or cross-sectional radius]. Schweizerische Bauzeitung. 103.8:89–91 [in German].
Goldberg,D.E. 1989. Genetic Algorithms in Search Optimization and Machine Learning, Addison Wesley Reading Mass 412p.
Horton,R.E. 1933. Separate roughness coefficients for channel bottom and sides. Engineering News-Record. 111-22:652–653.
Nourani,V., Talatahari,S., Monadjemi,P and Shahradfar,S. 2009. Application of ant colony optimization to optimal design of open channels. Journal of Hydraulic Research. 47.5: 656-665.
Parsaie,A., Najafian,Sh., Yonesi,H.A. 2016. Flow discharge estimation in compound open channel using theoretical approaches. Water Resource management. 2:359–367
Roushangar,K., Alami,M.T., Nourani,V., Nouri,A. 2017. A cost model with several hydraulic constraints for optimizing in practice a trapezoidal cross section. Journal of Hydroinformatics. 19.3: 456-468.
Sahu,M., Khatua,K.K., Mahapatra,S.S. 2011. A neural network approach for prediction of discharge in straight compound open channel flow. Flow Measurement and Instrumentation. 22.5:438–446.
Swamee,PK., Mishra,GC and Chahar,R. 2000. Comprehensive design of minimum cost irrigation canal sections, Journal of Irrigation and Drainage Engineering ASCE Library.126.5: 322-327.
Unal,B., Mamak,M., Seckin,G and 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: 120-129.