1. Best, J.L. 1987. Flow dynamics at riverchannel confluences:Implications forsediment transport and bed morphology.
Recent Devel. In Fluvial Sedimentology,SEPM Spec. Publ. 39: 27-35.
2. Best, J.L., and I. Reid. 1984. Separationzone at open-channel junctions. J. Hydraul.Eng., ASCE. 110(11): 1588-1594.
3. Borghei, S.M., A. Nazari, and A.R. Daemi.2004. Scouring profile at channel junction.Proc. Hydraulics of Dams and RiverStructures, Tehran, Iran.
4. Cao, Z., R. Day, and S. Egashira. 2002.Coupled and decoupled numericalmodeling of flow and morphological
evolution in alluvial rivers. J. Hydraul.Eng., ASCE. 128(3): 306-321.
5. Ghobadian, R. 2007. The investigation offlow, erosion and deposition patterns atriver junctions using physical model. Ph.D.thesis, Chamran University, Ahwaz, Iran(in Persian).
6. Ghostine, R., G. Kesserwani, R. Mose1, J.Vazquez, A. Ghenaim, and C. Gregoire.2009. A confrontation of 1D and 2DRKDG numerical simulation of transitionalflow at open-channel junction. Int. J.Numer. Fluids. 61: 752-767.
7. Grass, A.J. 1981. Sediment transport bywaves and currents. Tech. Rep. FL29,SERC London Center for MarineTechnology.
8. Hong, S.W., and C. Kim. 2011. A newfinite volume method on junction couplingand boundary treatment for flow networksystem analyses. Int. J. Numer. Fluids. 65:707-742.
9. Li, C.W., and C. Zeng. 2010. Flow divisionat a channel crossing with subcritical orsupercritical flow. Int. J. Numer. Fluids.62: 56-73.
10. Liu, X., B.J. Landry, and M.H. Garcia.2008. Two-dimensional scour simulationsbased on coupled model of shallow waterequations and sediment transport onunstructured meshes. Coastal Eng. 55:800-810.
11. Mosley, M.P. 1976. An experimentalstudy of channel confluences. J. Geol., 84:535 – 562.
12. Rhoads, B.L and S.T. Kenworty. 1995.Flow structure at an asymmetrical streamconfluence. Geomorphology. 11: 273-293.
13. Shabayek, S., P. Steffler, and F. Hicks.2002. Dynamic model for subcriticalcombining flows in channel junctions. J.Hydraul. Eng., ASCE. 128(9): 821-828.
14. Shumate, E.D. 1998. Experimentaldescription of flow at an open channeljunction. Master thesis, University ofIowa, Iowa.
15. Smagorinsky, J. 1963. General circulationexperiments with the primitive equations,I. The basic experiment. Monthly WeatherReview. 91(2): 99-164.
16. Taylor, E.H. 1944. Flow characteristics atrectangular open-channel junctions. Trans.ASCE. 109: 893-902.
17. Toro, E.F. 1997. Riemann Solvers andUpwind Methods for Fluid Dynamics.Berlin: Springer.
18. Toro, E.F. 2001. Shock-capturing methodsfor free surface shallow flows. John Wileyand Sons Pub.
19. Weber, L.J., E.D. Schumate, and N.Mawer. 2001. Experiments on flow at a90oopen-channel junction. J. Hydraul.Eng., ASCE. 127(5): 340-350.
20. Weerakoon, S.B., Y. Kawahara, and N.Tamai. 1991. Three-dimensional flowstructure in channel confluences ofrectangular section. Proc., 24th IAHRCongr. 373-380.
)
