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contributor authorEmeline Perret
contributor authorBenoit Camenen
contributor authorCéline Berni
contributor authorKamal El kadi Abderrezzak
contributor authorBenjamin Renard
date accessioned2023-08-16T19:05:44Z
date available2023-08-16T19:05:44Z
date issued2023/04/01
identifier otherJHEND8.HYENG-13101.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292743
description abstractOur data show large scatter in the critical Shields stress values for initial sediment motion. The main sources of dispersion are related to the methodological procedures defining the inception of movement (i.e., visual observations or extrapolation of sediment transport rate) and to the estimation of the bed shear stress. The threshold for sediment motion varies with many factors related not only to grain size but also to bed composition (e.g., presence of fine sediments in a coarse matrix), arrangement (e.g., bed roughness, grain orientation, and characteristic lengths of bed structures) and slope. New models to estimate the critical Shields number are proposed using grain size or bed slope or a combination of both. Model parameters and uncertainty are estimated through Bayesian inference using prior knowledge of these parameters and measured data. Apart from the uncertainty in observations, two types of uncertainty can be evaluated: one related to the parameter estimation (i.e., parametric) and one related to the choice of the model (i.e., structural). Finally, a four-parameter model based on the grain size and bed slope yields the best results and demonstrates potential interaction between these two parameters. Model uncertainty, however, remains large, which indicates that other input parameters may be needed to improve the proposed model.
publisherAmerican Society of Civil Engineers
titleUncertainties in Models Predicting Critical Bed Shear Stress of Cohesionless Particles
typeJournal Article
journal volume149
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/JHEND8.HYENG-13101
journal fristpage04023002-1
journal lastpage04023002-13
page13
treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 004
contenttypeFulltext


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