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Sediment Transport and Infrastructure Scour

A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".

Deadline for manuscript submissions: 20 May 2026 | Viewed by 1273

Special Issue Editors


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Guest Editor
Department of Hydroscience and Engineering, Faculty of Civil Engineering, University of Zagreb, 10000 Zagreb, Croatia
Interests: sediment transport; bridge scour; dune morphodynamics; flood hazard
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Guest Editor
Department of Civil Engineering, Aristotle University of Thessaloniki, 54124 Thessaloniki, Greece
Interests: environmental fluid mechanics; ecohydraulics; sediment transport; earth surface processes; turbulence; flow and particle transport measurement and instrumentation
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Guest Editor
Institute of Communication and Computer Systems (ICCS), National Technical University of Athens, Athens, Greece
Interests: scour sensing; bridge monitoring; critical infrastructure; intelligent structures; structural health monitoring; climatic risks; geo-hazards; dam assessment; risk management
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Guest Editor
Ocean College, Zhejiang University, Zhoushan, China
Interests: sediment transport driven by liquids and terrestrial and extraterrestrial atmospheric winds; sediment transport-driven bedform formation and evolution; dry and wet granular flows; landslides
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Guest Editor
Civil Engineering Department, Aydin Adnan Menderes University, Aydin, Turkey
Interests: flow-vegetation-sediment interaction; coherent flow structures; eco-geomorphological processes; experimental hydraulics; river restoration; scour around bodies
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Special Issue Information

Dear Colleagues,

The monitoring of sediment transport and estimation of the morphodynamic behavior of the riverbed through erosion and deposition patterns are fundamental problems in fluvial geomorphology, especially in rivers suffering from extensive hydromorphological pressures. Sediment transport presents a continuous research challenge because of its impact on hydraulic structures, infrastructure, waterways, confluences, or naturally morphologically variable zones like confluences and deltas. Such processes can vary across a wide range of scales, from the particle scale to the landscape scale, which can directly impact both the form (geomorphology) and function (ecology and biology) of natural systems and the built infrastructure surrounding them. The significance of the physical alterations of rivers—natural or anthropogenic—is correlated with the increasing frequency, intensity, and duration of natural hazards driven by climate change. To bridge the gap between observations in nature and the underlying processes governing sediment transport, innovative measurement techniques and analysis methods are continuously developing, integrating experimental, numerical, and data-driven approaches to research. The aim of this Special Issue is to collect the results of research on all modes of sediment transport that investigate the relationship between sediment transport and fluvial morphology and contribute to filling the knowledge gap in morphodynamic processes at different scales, with an outlook toward the influence on infrastructure, mainly on bridges and adjacent river training structures. This Special Issue intends to build upon the concluded Special Issue titled "Sediment Transport" (https://www.mdpi.com/journal/applsci/special_issues/Sediment), expanding to popularize some of the findings of the ongoing project R3PEAT focusing on scour around bridges (www.grad.hr/r3peat). Specific themes of this Special Issue include the following: the maintenance and regulation of large rivers and navigational waterways, bedform dynamics, local scour at bridge piers and abutments, contraction scour, erosion around river training structures, monitoring systems of sediment transport and river bathymetry, sediment entrainment, and incipient thresholds tackling rapidly changing environmental conditions.

As Guest Editors, we invite research articles, state-of-the-art reviews, applied research works, case studies, and any corresponding concepts that contribute to the development of the field. The contributions to this Special Issue can include laboratory and field experimental studies, mathematical theories, the development of numerical or experimental methodologies at various spatial and time scales, and frameworks for developing monitoring instruments and guidelines.

Dr. Gordon Gilja
Dr. Manousos Valyrakis
Dr. Panagiotis Michalis
Dr. Thomas Pahtz
Prof. Dr. Oral Yagci
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Applied Sciences is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2400 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • bed and bank erosion
  • bridge hydraulics
  • confluences
  • dam/embankment assessment
  • experimental investigation
  • field measurements
  • flow–vegetation–sediment interactions
  • fluvial hydraulics
  • geo-hazards
  • hydraulic structures
  • hydrodynamics
  • incipient motion
  • monitoring systems
  • morphodynamics
  • numerical modeling
  • reservoir sedimentation
  • remote sensing
  • scour
  • scour control structures
  • sediment transport
  • spur dikes
  • waterways

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Published Papers (1 paper)

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Research

19 pages, 7347 KB  
Article
Experimental Study of Fluidization and Defluidization Processes in Sand Bed Induced by a Leaking Pipe
by Huaqing Wang, Zhaolin Zheng, Tingchao Yu, Yiyi Ma and Yiping Zhang
Appl. Sci. 2025, 15(17), 9618; https://doi.org/10.3390/app15179618 - 1 Sep 2025
Viewed by 398
Abstract
Underground pressurized pipe leakage can induce sand fluidization, leading to ground collapses in urban areas. Additionally, the defluidization process is one of the main causes of sinkholes. In this study, a physical model test was conducted to examine sand bed fluidization and defluidization [...] Read more.
Underground pressurized pipe leakage can induce sand fluidization, leading to ground collapses in urban areas. Additionally, the defluidization process is one of the main causes of sinkholes. In this study, a physical model test was conducted to examine sand bed fluidization and defluidization through a slot, which allowed precise control of the water flow rate in increments of 10 mL/s. The sand layer movement during the experiments was recorded, and the pressure field was accurately measured. The fluidization and defluidization processes were classified into five stages: fluidization static bed, internal fluidization, surface fluidization, internal defluidization, and defluidization static bed. Subsequently, the static bed stage included slow fluidization and fast fluidization, with the former driven by seepage and the latter involving densification and upward movement of sand particles above the orifice. Fluidization initiated at 240 mL/s when the sand particles near the orifice were compressed to approximately minimum porosity 0.37. The head losses comprised orifice head loss, seepage head loss, and vortex head loss, each exhibiting different variation patterns with the water flow rate. Hysteresis was observed in the cavity height curve, attributed to the arching effect. The findings of this study contribute to a more comprehensive understanding of effective strategies for preventing ground collapse. Full article
(This article belongs to the Special Issue Sediment Transport and Infrastructure Scour)
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