1. Ackers, P. and White, W. R. (1973). “Sediment transport: New approach and analysis.” Journal of the Hydraulic Division. ASCE, Vol. 99, No. HY11, Proceeding Paper 10167, pp. 2041–2060, DOI: 00204532.
2. Ahn, J. and Yang, C. T. (2013). “Simulation of lateral migration of all American canal with semi-two dimensional sediment transport model.” KSCE Journal of Civil Engineering, KSCE, Vol. 18, No. 6, pp. 1896–1903, DOI: 10.1007/s12205-014-0311-y .
3. Armanini, A. and Di Silvio, G. (1988). “A one-dimensional model for the transport of a sediment mixture in non-equilibrium condition.” Journal of Hydraulic Research, Vol. 26, No. 3, pp. 275–92, DOI: 10.1080/00221688809499212
4. ASCE (1982). “Relationships between morphology of small streams and sediment yield.” Journal of the Hydraulic Division, ASCE, Vol. 108, No. HY11, Proceeding Paper 17450, pp. 1328–1365.
5. Bagnold, R. A. (1966). An approach to the sediment transport problem from general physics, U.S. Geological Survey Professional Paper 422-J.