A model of sediment transport in the bottom boundary layer

Tomoya Shibayama, Loan Nistor

研究成果: Conference contribution

抄録

The paper deals with a mathematical and numerical model for simulating the sediment transport within bottom boundary layer. The mathematical model uses Reynolds equations for the hydrodynamic model and the two-dimensional convection-diffusion equation for the sediment transport model. Results of the numerical model are compared with laboratory data of Ribberink et al. (1994) and Katopodi et al. (1994). Based on the analysis of comparisons, the validity of the model is discussed.

元の言語English
ホスト出版物のタイトルCoastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000
ページ134-147
ページ数14
276
出版物ステータスPublished - 2000
外部発表Yes
イベントCoastal Engineering 2000 - 27th International Conference on Coastal Engineering, ICCE 2000 - Sydney, NSW
継続期間: 2000 7 162000 7 21

Other

OtherCoastal Engineering 2000 - 27th International Conference on Coastal Engineering, ICCE 2000
Sydney, NSW
期間00/7/1600/7/21

Fingerprint

Sediment transport
Boundary layers
Numerical models
Mathematical models
Reynolds equation
Hydrodynamics

ASJC Scopus subject areas

  • Ocean Engineering

これを引用

Shibayama, T., & Nistor, L. (2000). A model of sediment transport in the bottom boundary layer. : Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000 (巻 276, pp. 134-147)

A model of sediment transport in the bottom boundary layer. / Shibayama, Tomoya; Nistor, Loan.

Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000. 巻 276 2000. p. 134-147.

研究成果: Conference contribution

Shibayama, T & Nistor, L 2000, A model of sediment transport in the bottom boundary layer. : Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000. 巻. 276, pp. 134-147, Coastal Engineering 2000 - 27th International Conference on Coastal Engineering, ICCE 2000, Sydney, NSW, 00/7/16.
Shibayama T, Nistor L. A model of sediment transport in the bottom boundary layer. : Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000. 巻 276. 2000. p. 134-147
Shibayama, Tomoya ; Nistor, Loan. / A model of sediment transport in the bottom boundary layer. Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000. 巻 276 2000. pp. 134-147
@inproceedings{e9844ca1bb51455eb1b370c5ff166761,
title = "A model of sediment transport in the bottom boundary layer",
abstract = "The paper deals with a mathematical and numerical model for simulating the sediment transport within bottom boundary layer. The mathematical model uses Reynolds equations for the hydrodynamic model and the two-dimensional convection-diffusion equation for the sediment transport model. Results of the numerical model are compared with laboratory data of Ribberink et al. (1994) and Katopodi et al. (1994). Based on the analysis of comparisons, the validity of the model is discussed.",
author = "Tomoya Shibayama and Loan Nistor",
year = "2000",
language = "English",
isbn = "0784405492",
volume = "276",
pages = "134--147",
booktitle = "Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000",

}

TY - GEN

T1 - A model of sediment transport in the bottom boundary layer

AU - Shibayama, Tomoya

AU - Nistor, Loan

PY - 2000

Y1 - 2000

N2 - The paper deals with a mathematical and numerical model for simulating the sediment transport within bottom boundary layer. The mathematical model uses Reynolds equations for the hydrodynamic model and the two-dimensional convection-diffusion equation for the sediment transport model. Results of the numerical model are compared with laboratory data of Ribberink et al. (1994) and Katopodi et al. (1994). Based on the analysis of comparisons, the validity of the model is discussed.

AB - The paper deals with a mathematical and numerical model for simulating the sediment transport within bottom boundary layer. The mathematical model uses Reynolds equations for the hydrodynamic model and the two-dimensional convection-diffusion equation for the sediment transport model. Results of the numerical model are compared with laboratory data of Ribberink et al. (1994) and Katopodi et al. (1994). Based on the analysis of comparisons, the validity of the model is discussed.

UR - http://www.scopus.com/inward/record.url?scp=70349379942&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=70349379942&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:70349379942

SN - 0784405492

SN - 9780784405499

VL - 276

SP - 134

EP - 147

BT - Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000

ER -