1. 1) 池田駿介, 太田賢一, 長谷川洋 : 側岸部植生境界の周期渦の発生機構, 土木学会論文集, No.443/II-18, pp.47-54, 1992.
2. 2) Sellin, R.H.J. : A laboratory investigation into the flow in the channel of a river and that over flood plain, La Houille Blanche, No.7, pp.22-26, 1964.
3. 3) Nalluri, C. and Judy, N.D. : Interaction between main channel and flood plain flow, Proc. of 21st IAHR Congress, Melbourne, Vol.3, pp.377-382, 1985.
4. 4) Ogink, H.J.M. : The effective viscosity coefficient in 2-D depth-averaged flow models, Proc. of 21st IAHR Congress, Melbourne, Vol.3, pp.474-479, 1985.
5. 5) 福岡捷二, 藤田光一 : 複断面河道の抵抗予測と河道計画への応用, 土木学会論文集, No.411/II-12, pp.63-72, 1989.