Semi-theoretical model for mean sediment resting time of spherical particles: the role of hydrodynamic impulses and sphere size nonuniformity

Wyssmann, Micah A.; Papanicolaou, Athanasios N.; Kyriakopoulos, Theodoros

doi:10.1007/s11600-022-01010-3

Artykuł - szczegóły

Tytuł artykułu

Semi-theoretical model for mean sediment resting time of spherical particles: the role of hydrodynamic impulses and sphere size nonuniformity

Autorzy

Wyssmann Micah A. , Papanicolaou Athanasios N. , Kyriakopoulos Theodoros

Wybrane pełne teksty z tego czasopisma

https://www.springer.com/journal/11600

Identyfikatory

DOI

10.1007/s11600-022-01010-3

Warianty tytułu

Języki publikacji

Abstrakty

Prediction of bedload rates in gravel-bed rivers at low-to-moderate flow conditions, where bedload movement is intermittent, remains a challenging problem. While the virtual velocity concept provides a useful approach to bedload rate estimation in the intermittent movement regime, virtual velocity estimation remains hindered by a lack of tools for predicting mean sediment resting time. As a first step toward sediment resting time estimation in gravel beds, the present study develops a semi-theoretical resting time model applicable to nonuniform gravel-sized spherical particles. The model is based on the consideration that interactions of near-bed flow with bed material lead to mobilization of individual resting particles during hydrodynamic momentum transfer events (i.e., impulses). Thus, resting time is affected by impulse magnitude and timing. The primary premise underpinning model development is that an instantaneous velocity time-series generation approach based on the velocity spectrum can be used to mimic hydrodynamic impulses and simulate resting times. Based on past findings, two model parameters are considered important to advancing resting time predictions in gravel beds. First, the relative particle size allows size-fractional resting time predictions for a nonuniform sediment mixture. Second, the hindrance coefficient accounts for hiding effects and enables resting time predictions for different bed structure types. To provide calibration and verification data, laboratory experiments documenting impulse statistics and mean resting times for a range of flow and relative particle size conditions were also performed. The verified model exhibits mean resting times with similar magnitude and trends with increasing stress compared with experimental verification data.

Słowa kluczowe

bedload sediment transport resting time gravel-bed rivers virtual velocity turbulence-sediment interactions

Wydawca

Instytut Geofizyki PAN
Springer

Czasopismo

Acta Geophysica

Rocznik

2023

Tom

Vol. 71, no. 6

Strony

2883--2904

Opis fizyczny

Bibliogr. 127 poz., rys., tab.

Twórcy

autor

Wyssmann Micah A.

micah.wyssmann@tamucc.edu

Department of Civil and Environmental Engineering, The University of Tennessee, Knoxville, TN, USA
Department of Engineering, Texas A&M University-Corpus Christi, Corpus Christi, TX, USA

https://orcid.org/0000-0003-1094-7532

autor

Papanicolaou Athanasios N.

Department of Civil and Environmental Engineering, The University of Tennessee, Knoxville, TN, USA
USDA-ARS, National Laboratory for Agriculture and the Environment, Ames, IA, USA

autor

Kyriakopoulos Theodoros

Department of Civil and Environmental Engineering, The University of Tennessee, Knoxville, TN, USA
NuGlobal Solutions, LLC, 608 Mabry Hood Road, Suite 209, Knoxville, TN, USA

https://orcid.org/0000-0002-6992-6149

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Uwagi

Opracowanie rekordu ze środków MNiSW, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).

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