# Boulder concentration effects on sediment transport and deposition

**Authors:** Penghua Teng, Dan A. Nilsson, Anders G. Andersson, J. Gunnar I Hellström

PMC · DOI: 10.1038/s41598-026-38978-7 · 2026-02-10

## TL;DR

This study uses advanced simulations to show how boulders in rivers affect sediment movement and where it ends up.

## Contribution

The paper introduces the first coupled finite volume–DEM approach to simulate boulder-sediment interactions in open-channel flows.

## Key findings

- Higher boulder concentration shifts flow regimes and reduces sediment transport rates.
- Sediment accumulates in sheltered corridors between closely spaced boulders.
- Widely spaced boulders result in localized sediment deposition.

## Abstract

Boulders in riverbeds significantly influence sediment transport and deposition by altering local flow patterns. This study employs coupled Computational Fluid Dynamics–Discrete Element Method (CFD–DEM) simulations to examine how boulder concentration affects sediment dynamics. Three boulder spacing scenarios, representing isolated, wake-interference, and skimming flow regimes, are evaluated for their impacts on flow structure, bed shear stress distribution, and sediment transport and deposition. The fluid phase is modelled using a large eddy simulation in a finite volume framework, while individual sediment grains are tracked with the discrete element method. The results reveal that increasing boulder concentration transforms the flow regime from isolated wakes behind individual boulders to a more coherent recirculation zone among neighboring boulders. This transition substantially reduces near-bed shear stresses between boulders and leads to a decline in total sediment transport rates. At high boulder concentration, sediment particles preferentially accumulate in sheltered inter-boulder corridors, forming stable depositional belts. In contrast, widely spaced boulders lead to isolated, localized deposition around individual boulders. To our knowledge, this is the first attempt to apply a coupled finite volume–DEM approach to simulate boulder–sediment interactions in open-channel flow, enabling analysis of sediment transport and deposition under varying boulder concentrations.

## Full-text entities

- **Chemicals:** H (MESH:D006859), DEM (-), water (MESH:D014867)

## Figures

11 figures with captions in the complete paper: https://tomesphere.com/paper/PMC12895026/full.md

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Source: https://tomesphere.com/paper/PMC12895026