### 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 |
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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 |

巻 | 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 16 → 2000 7 21 |

### Other

Other | Coastal Engineering 2000 - 27th International Conference on Coastal Engineering, ICCE 2000 |
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市 | Sydney, NSW |

期間 | 00/7/16 → 00/7/21 |

### Fingerprint

### ASJC Scopus subject areas

- Ocean Engineering

### これを引用

*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.

研究成果: Conference contribution

*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.

}

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 -