. Bizzi S, Lerner D.N. The use of stream power as an indicator of channel sensitivity to erosion and deposition processes. River research and application River Res. 2015; 31(1): 16-27.
. Minghui Y.U, Hongyan W, Yanjie L, Chunyan H.U. Study on the stability of non-cohesive river bank. International Journal of Sediment Research. 2010; 25(4): 391-398.
. Rinaldi M, Simoncini C, Piegay H. Scientific design strategy for promoting sustainable sediment management the case of the magra river(central northern Italy). river research and application. 2009; 25(5): 607-625.
. Wallerstein N.P, Soar P.J, Thorne C.R. River energy auditing scheme(REAS) for catchment flood management planning. International conference on fluvial hydraulics. 2006; 4(2): 1923-1932.
. Knighton D. Fluvial Forms and Processes a new perspective. 2 nd ed. New York: Hodder Arnold Publication; 1998.
. Hoseinzadeh M.M, Matesh Beyranvand S, Sadogh H, Esmaili R. Stability analysis of bed sediments by using critical bed shear stress& critical unit discharge methods (case study: lavij river). Earth science research. 2016; 8(29): 86-75.
. Hoseinzadeh M.M, Esmaeili R. Fluvial concepts, forms and processes Geomorphology. 1 nd ed. Tehran: Shahid Beheshti University; 2015. [Persian].
. Komar P.D. Selective gravel entrainment and the empirical evaluation of flow competence. Sedimentology. 1987; 34(6): 1165–1176.
. Komar P.D, Carling P. Grain sorting in gravel bed streams and the choice of particle sizes for flow competence evaluations. Sedimentology. 1991; 38(3): 489-502.
. Bathurst J. C. Measuring and modelling bedload transport in channels with coarse bed materials, in river channels: Environment and Process. 1 nd ed. Blackwell. Malden Mass;1987.
. Coryat, M. Analysis of the Bank Assessment for Non-point Source consequences of Sediment (BANCS) Approach for the Prediction of Stream bank Stability and Erosion along and deformation models to predict equilibrium bad topography in river bends. Journal of Hydraulic Engineering.2014; 133(10): 1167-1170.
. Nazari A, Heidari, M.M. The threshold of uniform sediment movement. Eighth Hydraulic Conference of Iran, Tehran. Faculty of Engineering, University of Tehran. 2009. [Persian].
. Jahanshahi M, Stability I, Qamshi M. Investigate the threshold of motion of particle particles based on the particle velocity. Second National Conference on Integrated Water Resources Management. Shahid Bahonar University. Kerman. 2011. [Persian].
. Yamani M, Rahimi M, Visi A. The morphometry and comparison of the transitions of the Arus river during the last three decades. Quantitative geomorphological research. 2015; 3(4): 74-89. [Persian].
. Fouladfar H, Shafaee Bajestan M, Fathi Moghaddam Manouchehr.. Experimental Investigation and Modeling of Critical Shear Stress for Surface Erosion of Sticky Bed. Journal of Irrigation & Water Engineering. 2012; 2(8): 78-94. [Persian].
. Rezaei Moghadam M.H, Servati M.R, Asghari Sarasankarood S. Analysis of the stability of the duct of Ghezel Ozan River using shear stresses Indices of relative strength of bed and field studies. Journal of Irrigation & Water Engineering. 2014; 1(1): 33-46. [Persian].
. Khoshmehnejad H, Maslom Shshaki R, Najafimood M.H, Shahidi A. Laboratory investigation of incipient motion of non-cohesive and non-uniform sediments sediment in irrigation and draninage channels. Water and soil conservation conservation. 2015; 22(4): 217-229. [Persian].
. Wohl E.E. Mountain Rivers. 1 nd ed. Washington. American Geophysical Union; 2000.
. Julien p. Translation by Jafarzadeh M.R. River Mechanics. 3 nd ed. Mashhad. Mashhad Ferdowsi University; 2015.