Closure to “Sensitivity Analysis of Nonequilibrium Adaptation Parameters for Modeling Mining-Pit Migration” by Dong Chen, Kumud Acharya, and Mark Stone
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References
Armanini, A., and Di Silvio, G. (1988). “A one-dimensional model for the transport of a sediment mixture in non-equilibrium conditions.” J. Hydraul. Res., 26(3), 275–292.
Chen, D. (2011). “Modeling channel response to instream gravel mining.” Chapter 6, Sediment transport—Flow and morphological processes, F. Bhuiyan, ed., InTech, New York, 〈http://www.intechopen.com/books/sediment-transport-flow-and-morphological-processes/modeling-channel-response-to-instream-gravel-mining〉.
Chen, D., Acharya, K., and Stone, M. (2008). “Modeling of gravel mining in the Rio Salado, Arizona.” World Environmental and Water Resources Congress 2008, 1–10.
van Rijn, L. C. (1980). “Computation of siltation in dredged trench.”, Delft Hydraulics Laboratory, Delft, Netherlands.
van Rijn, L. C. (1981). “The development of concentration profiles in a steady, uniform flow without initial sediment load.” IAHR Workshop on Particle Motion and Sediment Transport, Delft Hydraulics Laboratory, Delft, Netherlands.
Zhou, J., and Lin, B. (1995). “2-D mathematical model for suspended sediment—Part I: Model theory and validations.” J. Basic Sci. Eng., 3(1), 78–79.
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Published In
Journal of Hydraulic Engineering
Volume 139 • Issue 7 • July 2013
Pages: 801
Copyright
© 2013 American Society of Civil Engineers.
History
Received: Nov 19, 2012
Accepted: Dec 20, 2012
Published online: Jun 14, 2013
Published in print: Jul 1, 2013
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