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Numerical Modeling of Hydrodynamics and Sediment Transport

A special issue of Water (ISSN 2073-4441). This special issue belongs to the section "Water Erosion and Sediment Transport".

Deadline for manuscript submissions: 31 December 2025 | Viewed by 511

Special Issue Editors


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Guest Editor
College of Water Resources and Civil Engineering, China Agricultural University, Haidian, Beijing 100083, China
Interests: numerical modeling; erosion and deposition; hydrodynamics; sediment transport; sheet flow; two-phase flow; water wave
State Key Laboratory of Internet of Things for Smart City and Department of Ocean Science and Technology, University of Macau, Macao 999078, China
Interests: coastal hydro-sediment disaster flows; storm surge; submarine landslides; coastal erosion; meshless computational fluid dynamics; sph method
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China
Interests: numerical modeling; hydrodynamics; computational fluid dynamics (CFD); erosion and deposition; coastal engineering; sediment transport

Special Issue Information

Dear Colleagues,

This Special Issue mainly focuses on the numerical modeling of hydrodynamics and sediment transport, which is a computational approach that simulates water flow and sediment movement. The numerical modeling involves solving governing equations, such as the Navier–Stokes equations and turbulence equations, to model fluid dynamics and additional equations for sediment transport processes. These models account for factors like water velocity, pressure, turbulence, vortex structure, bed roughness, sediment concentration, and topography using analytical or empirical relations (e.g., Einstein equation or Shields parameter) to describe sediment movement, including suspension and bed load. These models are all suitable based on the Euler or Lagrange method, single-phase flow or two-phase flow method.

The models are structured with computational grids, applying boundary conditions to simulate flow and sediment dynamics over time. They are not limited to predicting (1) microscopic collision and friction and (2) macroscopic erosion, deposition, and distribution for graded and uniform sediment, with applications in river management, coastal engineering, and environmental planning. Challenges include computational efficiency, accuracy, and handling complex geometries, often requiring validation against field data or experiments. Your contributions should also encompass water resource management, cost-effective simulations, environmental conservation, climate change adaptation, and the development of specialized models tailored for diverse environments.

Prof. Dr. Xin Chen
Dr. Huabin Shi
Dr. Hongjie Wen
Guest Editors

Manuscript Submission Information

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Keywords

  • numerical modeling
  • hydrodynamics
  • sediment transport
  • computational fluid dynamics (CFD)
  • multiphase flow
  • turbulence modeling
  • erosion and deposition
  • river morphology
  • coastal engineering

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Published Papers (1 paper)

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Research

26 pages, 8897 KiB  
Article
Numerical Study of Wave-Induced Longshore Current Generation Zones on a Circular Sandy Sloping Topography
by Mohammad Shaiful Islam, Tomoaki Nakamura, Yong-Hwan Cho and Norimi Mizutani
Water 2025, 17(15), 2263; https://doi.org/10.3390/w17152263 - 29 Jul 2025
Viewed by 303
Abstract
Wave deformation and sediment transport nearest the shoreside are among the main reasons for sand erosion and beach profile changes. In particular, identifying the areas of incident-wave breaking and longshore current generation parallel to the shoreline is important for understanding the morphological changes [...] Read more.
Wave deformation and sediment transport nearest the shoreside are among the main reasons for sand erosion and beach profile changes. In particular, identifying the areas of incident-wave breaking and longshore current generation parallel to the shoreline is important for understanding the morphological changes of coastal beaches. In this study, a two-phase incompressible flow model along with a sandy sloping topography was employed to investigate the wave deformation and longshore current generation areas in a circular wave basin model. The finite volume method (FVM) was implemented to discretize the governing equations in cylindrical coordinates, the volume-of-fluid method (VOF) was adopted to differentiate the air–water interfaces in the control cells, and the zonal embedded grid technique was employed for grid generation in the cylindrical computational domain. The water surface elevations and velocity profiles were measured in different wave conditions, and the measurements showed that the maximum water levels per wave were high and varied between cases, as well as between cross-sections in a single case. Additionally, the mean water levels were lower in the adjacent positions of the approximated wave-breaking zones. The wave-breaking positions varied between cross-sections in a single case, with the incident-wave height, mean water level, and wave-breaking position measurements indicating the influence of downstream flow variation in each cross-section on the sloping topography. The cross-shore velocity profiles became relatively stable over time, while the longshore velocity profiles predominantly moved in the alongshore direction, with smaller fluctuations, particularly during the same time period and in measurement positions near the wave-breaking zone. The computed velocity profiles also varied between cross-sections, and for the velocity profiles along the cross-shore and longshore directions nearest the wave-breaking areas where the downstream flow had minimal influence, it was presumed that there was longshore-current generation in the sloping topography nearest the shoreside. The computed results were compared with the experimental results and we observed similar characteristics for wave profiles in the same wave period case in both models. In the future, further investigations can be conducted using the presented circular wave basin model to investigate the oblique wave deformation and longshore current generation in different sloping and wave conditions. Full article
(This article belongs to the Special Issue Numerical Modeling of Hydrodynamics and Sediment Transport)
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