Effect of Time Scale on the Performance of Different Sediment Transport Formulas in a Semiarid Region
暂无分享,去创建一个
G. Trisorio Liuzzi | Francesco Gentile | T. Bisantino | P. Milella | F. Gentile | T. Bisantino | G. Liuzzi | P Milella
[1] Peter Ackers,et al. Sediment Transport: New Approach and Analysis , 1973 .
[2] Van Rijn,et al. Sediment transport; Part I, Bed load transport , 1984 .
[3] J. Nash,et al. River flow forecasting through conceptual models part I — A discussion of principles☆ , 1970 .
[4] Van Rijn,et al. Closure of "Sediment Transport, Part III: Bed Forms and Alluvial Roughness" , 1984 .
[5] F. Engelund,et al. A monograph on sediment transport in alluvial streams , 1967 .
[6] Chih Ted Yang,et al. Unit stream power equations for total load , 1979 .
[7] André B. Fortunato,et al. Sensitivity analysis of non-cohesive sediment transport formulae , 2006 .
[8] A. Krein,et al. Simulation of sediment transport during flood events: laboratory work and field experiments , 2001 .
[9] C. Willmott. ON THE VALIDATION OF MODELS , 1981 .
[10] P. Krause,et al. COMPARISON OF DIFFERENT EFFICIENCY CRITERIA FOR HYDROLOGICAL MODEL ASSESSMENT , 2005 .
[11] L. Rijn. Sediment Transport, Part II: Suspended Load Transport , 1984 .
[12] F. Gentile,et al. Sediment Transport Monitoring In ANorthern Puglia Watershed , 2008 .