References

1. Z. Cao, H. Xiao, Seabed evolution forecast by hydrologic data, Port Waterway Eng., 39 (2010) 20–22.
2. Y. Wang, X. Lin, W. Feng, A simple method for calculating long-term deposition rate after construction of warping bank in estuary, J. Hohai Univ., 28 (2000) 100–102.
3. J. Liu, G. Yu, Calculation and forecast of the beach protection and accretion acceleration on the siltbeach, The Ocean Eng., 8 (1990) 51–59.
4. R. Li, J. Zheng, W. Zhang, H. Cao, A general formula of sediment carrying capacity and its analysis, J. Sediment Res., 39 (2014) 1–7.
5. C.T. Yang, Unit stream power equation for gravel, J. Hydraul. Eng., 110 (1984) 1783–1797.
6. G. Xu, J. Lian, Theories of the minimum rate of energy dissipation and the minimum entropy production of flow(Ⅱ), J. Hydraul. Eng., 34 (2003) 43–47.
7. M. Chang, G. Xu, Numerical simulation of fluid motion in flume based on theory of minimum rate of energy dissipation, J. Sediment Res., 38 (2013) 67–71.
8. Y. Li, X. Yu, Numerical study on suspended sediment transport in oscillatory flows, J. Hydrodyn., 22 (2007) 420–426.
9. R. Soulsby, Dynamics of Marine Sands: A Manual for Practical Applications, Thomas Telford, London, 1997.
10. G. Dou, Generalized laws of turbulent flow in open channels and pipes for various regions, Hydro-Sci. Eng., 1 (1980) 1–12.
11. L. Dai, R. Li, Q. Feng, W. Zhu, A general formula of resistance coefficient and its application in sediment carrying capacity computation, J. Sediment Res., 41 (2016) 7–13.
12. R. Li, J. Zheng, Q. Feng, W. Zhang, Sediment carrying capacity and erosion rate of nearshore sediment, J. Sediment Res., 38 (2013) 21–25.
13. K. Shihohara, T. Tsuhaki, On the Characteristic of Sand Waves Formed Upon Beds of the Open Channels and Rivers, Reports of Research Institute of Applied Mechanics, Kyushu University, 1959.
14. S.V. Chitales, Hydraulics of Stable Channels, Government of India, Ministry of Irrigation and Power, Central Water and Power Commission, 1966.
15. B.R. Cobly, C.H. Hembree, Computation of Total Sediment Discharge, Niobrara River Near Cody, Nebraska, U.S. Geol. Surv., Water-Supply Pap.1, 1955.
16. D.B. Simons, Theory and Design of Stable Channels in Alluvial Materials, Ph.D. Thesis, Colorado State University, Fort Collins, Colorado, 1957.
17. D.W. Hubbell, D.Q. Matejka, Investigations of Sediment Transportation, Middle Loup River at Dunning, Nebraska, U.S. Geol. Survey, Water-Supply Pap.1, 1968.
18. F.B. Totffaleti, A Procedure for Computation of the Total River Sand Discharge and Detailed Distribution, Bed to Surface, Technical Report No. 5, Committee of Channel Stabilization, Corps of Engineering, U.S. Army, November, 1968.
19. H.M. Chaudhry, K.V.H. Smith, H. Vigil, Computation of sediment transport in irrigation canals, Proc. Inst. Civ. Eng., 45 (1970) 79–101.
20. J.K. Culbertson, C.H. Scott, J.P. Bennett, Summary of Alluvial- Channel Data From Rio Grande Conveyance Channel, New Mexico, 1965–1969, Professional Paper 562-J, United States Geological Survey, Washington D.C., 1972.
21. K. Mahmood, M.I. Haque, A.M. Choudri, M.A. Malik, ACOP Canals Equilibrium Data, Vol. X: Summary of 1974–1980 Data, Civil, Mechanical and Environmental Engineering Department, George Washington University, 1984.
22. T. Nakato, Tests of selected sediment-transport formulas, J. Hydraul. Eng., 116 (1990) 362–379.
23. C.T. Yang, Sedimentation, River Morphology, and Modeling, Technical Service Center, U.S. Bureau of Reclamation, Denver Colorado, July, 1998.