NUMERICAL SIMULATIONS ON THE EVOLUTION OF REAL-SCALE MEANDERING RIVERS
Author:
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscejhe/75/2/75_I_1015/_pdf
Reference5 articles.
1. 5) Parker, G., Shimizu, Y., Wilkerson, G. V., Eke, E. C., Abad, J. D., Lauer, J. W., Paola, C., Dietrich, W. E. and Voller, V. R. : A new framework for modeling the migration of meandering rivers, Earth Surface Processes and Landforms, Vol. 36, pp. 70-86, 2011.
2. MUTUAL EFFECTS OF BED AND BANK DEFORMATION IN CHANNEL PLANE FORMATION
3. 8) Li, C., Czapiga, M., Eke, E., Viparelli, E. and Parker, G. : Variable Shields number model for river bankfull geometry: bankfull shear velocity is viscosity-dependent but お grain size-independent, Journal of Hydraulic Research, Vol. 53, pp. 36–48, 2015.
4. 9) Czapiga, M. J., McElroy, B. and Parker, G. : Bankfull shields number versus slope and grain size, Journal of Hydraulic Research, pp. 1-10.2019.
5. 10) Schumm, S. A. : The slope of alluvial channels in relation to sediment type, U.S. Geological Survey Professional Paper 352-B, 1960.
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