Large-Eddy Simulation of Sediment Transport: Currents over Ripples
Author:
Affiliation:
1. Member, ASCE
2. Res. Asst., Envir. Fluid Mech. Lab., Stanford, CA 94305-4020.
3. Prof., Civ. and Envir. Engrg. Dept., Stanford, CA 94305-4020.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282001%29127%3A6%28444%29
Reference44 articles.
1. Anderson R. ( 1995). “Testing a 3-D finite volume Navier Stokes code in curvilinear coordinates on decaying isotropic turbulence.” MS thesis Johns Hopkins University Baltimore.
2. Anderson R. and Meneveau C. ( 1999). “Effects of the similarity model in finite-difference LES of isotropic turbulence using a Lagrangian dynamic mixed model.” Flow Turbulence and Combustion The Netherlands 62 201–225.
3. Bennett S. J. and Best J. L. ( 1995). “Mean flow and turbulence structure over fixed two-dimensional dunes: Implications for sediment transport and bedform stability.” Sedimentology Oxford U.K. 42 491–513.
4. Turbulence Modulation and Particle Velocities over Flat Sand Beds at Low Transport Rates
5. Best J. L. ( 1992). “On the entrainment of sediment and initiation of bed defects: Insights from recent developments within turbulent boundary layer research.” Sedimentology Oxford U.K. 39 797–811.
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