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A heuristic probabilistic approach to estimating size-dependent mobility of nonuniform sediment
Authors:Befekadu?Taddesse?Woldegiorgis  author-information"  >  author-information__contact u-icon-before"  >  mailto:befekadu.woldegiorgis@vub.be"   title="  befekadu.woldegiorgis@vub.be"   itemprop="  email"   data-track="  click"   data-track-action="  Email author"   data-track-label="  "  >Email author  author-information__orcid u-icon-before icon--orcid u-icon-no-repeat"  >  http://orcid.org/---"   itemprop="  url"   title="  View OrcID profile"   target="  _blank"   rel="  noopener"   data-track="  click"   data-track-action="  OrcID"   data-track-label="  "  >View author&#  s OrcID profile,Fu-Chun?Wu,Ann?Van?Griensven,Willy?Bauwens
Affiliation:1.Department of Hydrology and Hydraulic Engineering,Vrije Universiteit Brussel (VUB),Brussels,Belgium;2.Department of Bioenvironmental Systems Engineering,National Taiwan University,Taipei,Taiwan;3.UNESCO-IHE Institute for Water Education,Delft,The Netherlands
Abstract:This paper presents a heuristic probabilistic approach to estimating the size-dependent mobilities of nonuniform sediment based on the pre- and post-entrainment particle size distributions (PSDs), assuming that the PSDs are lognormally distributed. The approach fits a lognormal probability density function to the pre-entrainment PSD of bed sediment and uses the threshold particle size of incipient motion and the concept of sediment mixture to estimate the PSDs of the entrained sediment and post-entrainment bed sediment. The new approach is simple in physical sense and significantly reduces the complexity and computation time and resource required by detailed sediment mobility models. It is calibrated and validated with laboratory and field data by comparing to the size-dependent mobilities predicted with the existing empirical lognormal cumulative distribution function approach. The novel features of the current approach are: (1) separating the entrained and non-entrained sediments by a threshold particle size, which is a modified critical particle size of incipient motion by accounting for the mixed-size effects, and (2) using the mixture-based pre- and post-entrainment PSDs to provide a continuous estimate of the size-dependent sediment mobility.
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