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Schmidt number and near-bed boundary condition effects on a two-phase dilute sediment transport model

TLDR
In this article, a concentration-dependent Schmidt number description and two near-bed boundary conditions, empirical pickup and reference concentration, were investigated for a dilute two-phase sediment transport model with a k-ɛ fluid turbulence closure.
Abstract
[1] In this paper we investigate a concentration-dependent Schmidt number description and two near-bed boundary conditions, empirical pickup and reference concentration, for a dilute two-phase sediment transport model with a k-ɛ fluid turbulence closure. The pick-up approach adopts an empirical formula to calculate the upward sediment flux, whereas the reference concentration approach relates the upward sediment flux to the concentration at a reference location above the initially undisturbed bed. Through model-data comparisons with data measured in the U tube, we show that the variation of Schmidt number only affects the magnitude of calculated concentration and is insensitive to the predicted phase of concentration time histories. The predicted phase is found more sensitive to the near-bed sediment boundary condition. A concentration-dependent Schmidt number is then introduced, which improves the predictions of magnitude and phase of concentration. Using the concentration-dependent Schmidt number, the reference concentration approach generally predicts suspended sediment concentration better than the pick-up approach does.

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Deterministic coastal morphological and sediment transport modeling: a review and discussion

TL;DR: A review of state-of-the-art Eulerian implementations of bottom-up sediment transport and morphological change in coastal ocean hydrodynamic models can be found in this article.
Journal ArticleDOI

On the Values for the Turbulent Schmidt Number in Environmental Flows

TL;DR: In this article, a review of previous studies about Sct in environmental flows, involving both water and air systems, is presented where the key role of a correct parameterization of the turbulent Schmidt number is pointed out.
Journal ArticleDOI

SedFoam: A multi-dimensional Eulerian two-phase model for sediment transport and its application to momentary bed failure

TL;DR: In this article, a multi-dimensional Eulerian two-phase model for sediment transport, called SedFoam, is presented, which is able to resolve processes in the concentrated region of sediment transport.
Journal ArticleDOI

Two-phase model for sand transport in sheet flow regime

TL;DR: In this paper, a two-phase model for sand transport in sheet flow regime is introduced, which uses a collisional theory and a k − ǫ fluid turbulence closure to respectively model the sediment and fluid phase stresses.
Journal ArticleDOI

Toward two‐phase flow modeling of nondilute sediment transport in open channels

TL;DR: In this article, the authors generalize several models based upon multiphase flow theory to address the non-dilute transport of suspended sediment in open channels, and assess the range of validity of models through simulations of the experimental tests by Vanoni (1946), Einstein and Chien (1955), Taggart et al. (1972), Coleman (1986), and Wang and Qian (1992).
References
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Journal ArticleDOI

Experiments on a Gravity-Free Dispersion of Large Solid Spheres in a Newtonian Fluid under Shear

TL;DR: In this article, a large number of spherical grains of diameter D = 0.13 cm were sheared in Newtonian fluids of varying viscosity (water and a glycerine-water-alcohol mixture) in the annular space between two concentric drums.

The Bed-Load Function for Sediment Transportation in Open Channel Flows

Abstract: CONTENTS Page Introduction. 1 Approach to the problem. _ 3 Limitation of the bed-load function _ _ _ 4 The undetermined function 4 The alluvial stream. 5 The sediment mixture 6 Hydraulics of the alluvial channel. 7 The friction formula 7 The friction factor 8 Resistance of the bars 9 The laminar sublayer 10 The transition between hydraulically rough and smooth beds_ 12 The velocity fluctuations 13 Suspension 14 The transportation rate of suspended load 17 Integration of the suspended load. _ 17 Numerical integration of suspended load 19 Limit of suspension. 24 The bed layer 24 Practical calculation of suspended load___ ____ 25 Numerical example 26 Page Bed-load concept 29 Some constants entering the laws of bed-load motion: 31 The bed-load equation 32 The exchange time 33 The exchange probability 34 Determination of the probability V 35 Transition between bed load and. suspended load 38 The necessary graphs 40 Flume tests with sediment mixtures.. 42 Sample calculation of a river reachl 44 Choice of a river reach 45 Description of a river reach_____ 45 Application of procedure to Big Sand Creek, Miss 46 Discussion of calculations 60 Limitations of the method____ 65 Summary. 67 Literature cited 68 Appendix 69 List of symbols. 69 Work charts _ 71
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Sediment Transport, Part II: Suspended Load Transport

TL;DR: In this article, a method is presented which enables the computation of the suspended load as the depth-integration of the product of the local concentration and flow velocity, based on the calculation of the reference concentration from the bed-load transport.
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A numerical study of breaking waves in the surf zone

TL;DR: In this paper, a nonlinear Reynolds stress model is employed to relate the Reynolds stresses and the strain rates of the mean flow for a single wave propagating over a long distance in a constant depth.
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A Sediment Transport Model for Straight Alluvial Channels

TL;DR: In this paper, a simple mathematical model for sediment transport in straight alluvial channels is presented, which is based on physical ideas related to those introduced by Bagnold (1954), was originally developed in two steps, the first describing the bed load transport and the second accounting for the suspended load.
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