2020•Journal of Hydraulic EngineeringOpen access

Eulerian Deposition Model for Sediment Mixture in Gravel-Bed Rivers with Broad Particle Size Distributions

Tatsuhiko UCHIDA, Yoshihisa KAWAHARA, Yusuke Hayashi, Ayano Tateishi

Open full text 10 citations

Abstract

Predicting sediment transport and river morphodynamics is a challenging task in gravel-bed rivers where sediment mixtures have various particle sizes. In this study, we derive a binary packing formula by introducing the available porosity for finer sediment particles. The binary packing problem using natural fluvial sediment with various diameter ratios could be reproduced using the proposed formula. We apply this new model to a scenario with mixed-size sediments to calculate gravel-bed porosity. To validate the model, we compare model results to those obtained via an experiment using natural fluvial sediments. The present model exhibits good agreement with the measurements of the deposited sediment in gravel-bed rivers. Because the present model simulates the deposition process of sediment mixtures, it can be coupled with computational fluid dynamic and sediment transport models for predicting morphodynamics in gravel-bed rivers.

About this research paper

What this paper is about

Predicting sediment transport and river morphodynamics is a challenging task in gravel-bed rivers where sediment mixtures have various particle sizes. In this study, we derive a binary packing formula by introducing the available porosity for finer sediment particles. The binary packing problem using natural fluvial sediment with various diameter ratios could be reproduced using the proposed formula. We apply this new model to a scenario with mixed-size sediments to calculate gravel-bed porosity. To validate the model, we compare model results to those obtained via an experiment using natural fluvial sediments. The present model exhibits good agreement with the measurements of the deposited sediment in gravel-bed rivers. Because the present model simulates the deposition process of sediment mixtures, it can be coupled with computational fluid dynamic and sediment transport models for predicting morphodynamics in gravel-bed rivers.

Why it matters

OpenAlex reports 10 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Predicting sediment transport and river morphodynamics is a challenging task in gravel-bed rivers where sediment mixtures have various particle sizes. In this study, we derive a binary packing formula by introducing the available porosity for finer sediment particles. The binary packing problem using natural fluvial sediment with various diameter ratios could be reproduced using the proposed formula. We apply this new model to a scenario with mixed-size sediments to calculate gravel-bed porosity. To validate the model, we compare model results to those obtained via an experiment using natural fluvial sediments. The present model exhibits good agreement with the measurements of the deposited sediment in gravel-bed rivers. Because the present model simulates the deposition process of sediment mixtures, it can be coupled with computational fluid dynamic and sediment transport models for predicting morphodynamics in gravel-bed rivers.

Key concepts: Beach morphodynamics, Sediment, Deposition (geology), Sediment transport, Fluvial, Geology, Hydrology (agriculture), Geomorphology

Related papers

Back to paper searchBrowse research topicsOriginal source
Eulerian Deposition Model for Sediment Mixture in Gravel-Bed Rivers with Broad Particle Size Distributions — Research Paper | ScholarLens