1- ابریشمی، ج.، و حسینی، م. (1372). هیدرولیک کانالهای باز. نشر مشهد، 500 .
2- شفاعی بجستان، م. (1373). هیدرولیک رسوب، انتشارات دانشگاه شهید چمران اهواز، 438.
3- David, A., Huntley, F., and Davidson, A. (2003). “Modeling water surface topography at a complex inlet system-Teignmouth.” J. Coastal Research, 36, 675-685.
4- Saavedra, I., Lopez, J., and Marunez, R. (2003). “Dynamic wave study of flow in tidal channel system of San Juan River.” J. Hydraulic Engineering, 129, 519-526.
5- Warren, I.R., and Bach, H.K. (1992). “MIKE21:A modeling system for estuaries, coastal waters and seas.” Environmental Software, 7, 229-240.
6- Cheng, R.T., Burau, J.R., and Gartner, J.W. (1991) .Interfacing data analysis and numerical modeling for tidal hydrodynamic phenomena, In: Parker, B.B. (ed), Tidal Hydrodynamic, John Wiley, New York, 543.
7- Cheng, R.T., Casulli,V., and Gartner, J. (1993). Tidal,residual,intertidal mudflat (TRIM) model and its application toSan Francisco Bay, California, Estuarine, Coastal and Shelf Science, 36, 235-280.