References
- Alauddin, M. - Tsujimoto, T. (2012) Optimum configuration of groynes for stabilization of alluvial rivers with fine sediments. International Journal of Sediment Research, Vol. 27, No. 2, 158-167.
- Amiri-Tokaldany, E - Darby, S.E. - Tosswell, P. (2007) Coupling bank stability and bed deformation models to predict equilibrium bed topography in river bends. Journal of Hydraulic Engineering- ASCE, Vol. 133, No. 10, 1167-1170.
- Avila, H. - Vargas, G. - Daza, R. (2014) Susceptibility analysis of river bank erosion based on exposure to shear stress and velocity combined with hydrologic and geomorphologic variables. In World Environmental and Water Resources Congress, EWRI, American Society of Civil Engineering, ASCE. Portland, Oregon, USA.
- Bandyopadhyay, S. - Ghosh, K. - De, S.K. (2014) A proposed method of bank erosion vulnerability zonation and its application on the River Haora, Tripura, India. Geomorphology, Vol. 224, 111-121.
- Brandt, S.A. (2000) Classification of geomorphological effects downstream of dams. Catena, Vol. 40, No. 4, 375-401.
- Chang, H.H. (1983) Energy expenditure in curved open channels. Journal of Hydraulic Engineering-ASCE, Vol. 109, No. 7, 1012-1022.
- Chang, H.H. (1985) Water and sediment routing through curved channels. Journal of Hydraulic Engineering-ASCE, Vol. 111, No. 4, 644-658.
- Chang, H.H. (1994) Selection of gravel-transport formula for stream modeling. Journal of Hydraulic Engineering-ASCE, Vol. 120, No. 5, 646-651.
- Chang, H.H. - Harrison, L.L. - Lee, W. - Tu, S. (1996) Numerical modeling for sediment-pass-through reservoirs. Journal of Hydraulic Engineering-ASCE, Vol. 122, No. 7, 381-388.
- Chang, H.H. - Stow, D. (1989) Mathematical modeling of fluvial sand delivery. Journal of Waterway, Port, Coastal, and Ocean Engineering-ASCE, Vol. 115, No. 3, 311-326.
- Constantine, J.A. - McLean, S.R. - Dunne, T. (2010) A mechanism of chute cutoff along large meandering rivers with uniform floodplain topography. Geological Society of America Bulletin, Vol. 122, No. 5-6, 855-869.
- Cramer, M.L. (2012) Stream habitat restoration guidelines. Co-published by the Washington Departments of Fish and Wildlife, Natural Resources, Transportation and Ecology, Washington State Recreation and Conservation Office, Puget Sound Partnership, and the U.S. Fish and Wildlife Service, Olympia, Washington.
- Di Silvio, G. (2009) Simulating long-term river morphodynamics at watershed scale. Canadian Journal of Civil Engineering, Vol. 36, No. 10, 1680-1688.
- Duan, J.G. - Wang, S.S.Y. - Jia, Y. (2001) The applications of the enhanced CCHE2D model to study the alluvial channel migration processes. Journal of Hydraulic Research, Vol. 39, No. 5, 469-480.
- Ganasri, B.P. - Ramesh, H. (2016) Assessment of soil erosion by RUSLE model using remote sensing and GIS - A case study of Nethravathi Basin. Geoscience Frontiers, Vol. 7, No.6, 953-961.
- Grimaud, J.L. - Chardon, D. - Metelka, V. - Beauvais, A. - Bamba, O. (2015) Neogenecratonic erosion fluxes and landform evolution processes from regional regolith mapping (Burkina Faso, West Africa). Geomorphology, Vol. 241, 315-330.
- Güneralp, İ. - Marston, R.A. (2012) Process-form linkages in meander morphodynamics: Bridging theoretical modeling and real world complexity. Progress in Physical Geography, Vol. 36, No. 6, 718-746.
- Hasan, Z.A. - Lee, K.H. - Azamathulla, H.M. - Ghani, A.A. (2011) Flow simulation for lake Harapan using CCHE2D- a case study. International Journal of Modelling and Simulation, Vol. 31, No. 1, 85-89.
- Haynes, H. - Pender, G. (2007) Stress history effects on graded bed stability. Journal of Hydraulic Engineering-ASCE, Vol. 133, No. 4, 343-349.
- Ikeda, S. - Parker, G. (1989) River meandering. the AGU Water Resources Monograph 12.
- Jang, E.K. - Ji, U. - Kwon, Y.S. - Yeo, W.K. (2013) Investigation for bed stabilization methods in the upstream channel of haman weir using CCHE2D model. Journal of The Korean Society of Civil Engineers, Vol. 33, No. 6, 2211-2221.
- Jia, Y. - Wang, S.S.Y. (2001) CCHE2D:Two-dimensional hydrodynamic and sediment transport model for unsteady open channel flows over loose bed. Technical Report No. NCCHE-TR-2001-1, School of Engineering, The University of Mississippi, University, MS 38677.
- Kean, J.W. - Kuhnle, R.A. - Smith, D. - Alonso, C.V. - Langendoen, E.J. (2009) Test of a method to calculate near-bank velocity and boundary shear stress. Journal of Hydraulic Engineering- ASCE, Vol. 135, No. 7, 588-601.
- Khan, A.A. - Cadavid, R. - Wang, S.S.Y. (2000) Simulation of channel confluence and bifurcation using the CCHE2D model. Proceedings of the Institution of Civil Engineers-Water and Maritime Engineering, Vol. 142, No. 2, 97-102.
- Kim, Y.S. - Jang, C.L. - Lee, G.H. - Jung, K.S. (2010) Investigation of flow characteristics of sharply curved channels by using CCHE2D model. Journal of Korean Society of Hazard Mitigation, Vol. 10, No. 5, 125-133.
- Michalik, L.B.A. - Tekielak, T. (2013) The relationship between bank erosion, local aggradation and sediment transport in a small Carpathian stream. Geomorphology, Vol. 191, 51-63.
- Nassar, M.A. (2011) Multi-parametric sensitivity analysis of CCHE2D for channel flow simulations in Nile River. Journal of Hydro-Environment Research, Vol. 5, No. 3, 187-195.
- Nones, M. - Ronco, P. - Di Silvio, G. (2013) Modelling the impact of large impoundments on the Lower Zambezi River. International Journal of River Basin Management, Vol. 11, No. 2, 221-236.
- Omran, M. (2008) New developments in predicting stage-discharge curves, velocity and boundary shear stress distributions in open channel flow. Water and Environment Journal, Vol. 22, No. 2, 131-136.
- Patra, K.C. - Kar, S.K. - Bhattacharya, A.K. (2004) Flow and velocity distribution in meandering compound channels. Journal of Hydraulic Engineering-ASCE, Vol. 130, No. 5, 398-411.
- Rüther, N. - Olsen, N.R.B. (2007) Modelling free-forming meander evolution in a laboratory channel using three-dimensional computational fluid dynamics. Geomorphology, Vol. 89, No. (3-4), 308-319.
- Termini, D. (2015) Momentum transport and bed shear stress distribution in a meandering bend: Experimental analysis in a laboratory. Advances in Water Resources, Vol. 81, 128-141.
- Thoman, R.W. - Niezgoda, S.L. (2008) Determining erodibility, critical shear stress, and allowable discharge estimates for cohesive channels: Case study in the Powder River basin of Wyoming. Journal of Hydraulic Engineering-ASCE, Vol. 134, No. 12, 1677-1687.
- van den Berg, J.H. (1995) Prediction of alluvial channel pattern of perennial rivers. Geomorphology, Vol. 12, No. 4, 259-279.
- Verhaar, P.M. - Biron, P.M. - Ferguson, R.I. - Hoey, T.B. (2008) A modified morphodynamic model for investigating the response of rivers to short-term climate change. Geomorphology, Vol. 101, No. 4, 674-682.
- Wilcock, P.R. (1993) Critical shear stress of natural sediments. Journal of Hydraulic Engineering-ASCE, Vol. 119, No. 4, 491-505.
- Yu, M. - Wei, H. - Liang, Y. - Hu, C. (2010) Study on the stability of noncohesive river bank. International Journal of Sediment Research, Vol. 25, No. 4, 391-398.
- Zámolyi, A. - Székely, B. - Draganits, E. - Timár, G. (2010) Neotectonic control on river sinuosity at the western margin of the Little Hungarian Plain. Geomorphology, Vol. 122, No. (3-4), 231-243.