TY  - CONF
AU  - Kimura, Ichiro
AU  - Bousmar, Didier
AU  - Archambeau, Pierre
AU  - Dewals, Benjamin
AU  - Erpicum, Sebastien
AU  - Pirotton, Michel
AU  - Li, X.
AU  - Đorđević, Dejana
AU  - Rosić, Nikola
AU  - Zindović, Budo
AU  - Echeverribar, Isabel
AU  - Navas-Montilla, Adrian
AU  - Brufau, P.
AU  - Garcia-Navarro, Pilar
AU  - Gonzales de Linares, Matthieu
AU  - Paquier, Andre
AU  - Kopmann, Rebekka
PY  - 2022
UR  - https://queensuca-my.sharepoint.com/:b:/r/personal/amsilva_queensu_ca/Documents/River%20Flow%202022_Papers1/Day%201_AM%20(Morning)/Session_A1/Kimura_A009.pdf?csf=1&web=1&e=5j9MEx
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/2942
AB  - The benchmarking test of 2D and 3D numerical models on a compound channel flow with a rectangular-shaped main channel and a rectangular-shaped floodplain was carried out by the IAHR Working Group on Compound Channels. The selected test case is the flume experiment by Nezu and Tominaga (1991). Nine depth-averaged 2D models and four 3D models participated in the benchmark. In the 2D models, the depth-averaged streamwise velocity profiles in the lateral direction were compared. In the 3D models, velocity components in three directions as well as the distribution of the turbulence kinetic energy in a cross-section were compared. Through the comparison, the applicability and limitations of each model are highlighted and discussed with regard to the model characteristics.
PB  - Queen’s University, Canada
C3  - Proceedings of 11th International Conference on Fluvial Hydraulics - River Flow 2022 (on-line)
T1  - Flow structure in a compound channel: benchmarking 2D and 3D numerical models
SP  - A009
UR  - https://hdl.handle.net/21.15107/rcub_grafar_2942
ER  - 

@conference{
author = "Kimura, Ichiro and Bousmar, Didier and Archambeau, Pierre and Dewals, Benjamin and Erpicum, Sebastien and Pirotton, Michel and Li, X. and Đorđević, Dejana and Rosić, Nikola and Zindović, Budo and Echeverribar, Isabel and Navas-Montilla, Adrian and Brufau, P. and Garcia-Navarro, Pilar and Gonzales de Linares, Matthieu and Paquier, Andre and Kopmann, Rebekka",
year = "2022",
abstract = "The benchmarking test of 2D and 3D numerical models on a compound channel flow with a rectangular-shaped main channel and a rectangular-shaped floodplain was carried out by the IAHR Working Group on Compound Channels. The selected test case is the flume experiment by Nezu and Tominaga (1991). Nine depth-averaged 2D models and four 3D models participated in the benchmark. In the 2D models, the depth-averaged streamwise velocity profiles in the lateral direction were compared. In the 3D models, velocity components in three directions as well as the distribution of the turbulence kinetic energy in a cross-section were compared. Through the comparison, the applicability and limitations of each model are highlighted and discussed with regard to the model characteristics.",
publisher = "Queen’s University, Canada",
journal = "Proceedings of 11th International Conference on Fluvial Hydraulics - River Flow 2022 (on-line)",
title = "Flow structure in a compound channel: benchmarking 2D and 3D numerical models",
pages = "A009",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2942"
}

Kimura, I., Bousmar, D., Archambeau, P., Dewals, B., Erpicum, S., Pirotton, M., Li, X., Đorđević, D., Rosić, N., Zindović, B., Echeverribar, I., Navas-Montilla, A., Brufau, P., Garcia-Navarro, P., Gonzales de Linares, M., Paquier, A.,& Kopmann, R.. (2022). Flow structure in a compound channel: benchmarking 2D and 3D numerical models. in Proceedings of 11th International Conference on Fluvial Hydraulics - River Flow 2022 (on-line)
Queen’s University, Canada., A009.
https://hdl.handle.net/21.15107/rcub_grafar_2942

Kimura I, Bousmar D, Archambeau P, Dewals B, Erpicum S, Pirotton M, Li X, Đorđević D, Rosić N, Zindović B, Echeverribar I, Navas-Montilla A, Brufau P, Garcia-Navarro P, Gonzales de Linares M, Paquier A, Kopmann R. Flow structure in a compound channel: benchmarking 2D and 3D numerical models. in Proceedings of 11th International Conference on Fluvial Hydraulics - River Flow 2022 (on-line). 2022;:A009.
https://hdl.handle.net/21.15107/rcub_grafar_2942 .

Kimura, Ichiro, Bousmar, Didier, Archambeau, Pierre, Dewals, Benjamin, Erpicum, Sebastien, Pirotton, Michel, Li, X., Đorđević, Dejana, Rosić, Nikola, Zindović, Budo, Echeverribar, Isabel, Navas-Montilla, Adrian, Brufau, P., Garcia-Navarro, Pilar, Gonzales de Linares, Matthieu, Paquier, Andre, Kopmann, Rebekka, "Flow structure in a compound channel: benchmarking 2D and 3D numerical models" in Proceedings of 11th International Conference on Fluvial Hydraulics - River Flow 2022 (on-line) (2022):A009,
https://hdl.handle.net/21.15107/rcub_grafar_2942 .

TY  - JOUR
AU  - Onda, Shinichiro
AU  - Hosoda, Takashi
AU  - Jaćimović, Nenad
AU  - Kimura, Ichiro
PY  - 2019
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1119
T2  - Journal of Hydraulic Research
T1  - Numerical modelling of simultaneous overtopping and seepage flows with application to dike breaching
EP  - 25
IS  - 1
SP  - 13
VL  - 57
DO  - 10.1080/00221686.2018.1442882
ER  - 

@article{
author = "Onda, Shinichiro and Hosoda, Takashi and Jaćimović, Nenad and Kimura, Ichiro",
year = "2019",
journal = "Journal of Hydraulic Research",
title = "Numerical modelling of simultaneous overtopping and seepage flows with application to dike breaching",
pages = "25-13",
number = "1",
volume = "57",
doi = "10.1080/00221686.2018.1442882"
}

Onda, S., Hosoda, T., Jaćimović, N.,& Kimura, I.. (2019). Numerical modelling of simultaneous overtopping and seepage flows with application to dike breaching. in Journal of Hydraulic Research, 57(1), 13-25.
https://doi.org/10.1080/00221686.2018.1442882

Onda S, Hosoda T, Jaćimović N, Kimura I. Numerical modelling of simultaneous overtopping and seepage flows with application to dike breaching. in Journal of Hydraulic Research. 2019;57(1):13-25.
doi:10.1080/00221686.2018.1442882 .

Onda, Shinichiro, Hosoda, Takashi, Jaćimović, Nenad, Kimura, Ichiro, "Numerical modelling of simultaneous overtopping and seepage flows with application to dike breaching" in Journal of Hydraulic Research, 57, no. 1 (2019):13-25,
https://doi.org/10.1080/00221686.2018.1442882 . .

TY  - JOUR
AU  - Onda, Shinichiro
AU  - Hosoda, Takashi
AU  - Jaćimović, Nenad
AU  - Kimura, Ichiro
PY  - 2016
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1057
T2  - Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
T1  - Development and application of numerical method in open channel flow in boundary fitted coordinate system with density function method
EP  - 510
IS  - 4
SP  - 505
VL  - 72
DO  - 10.2208/jscejhe.72.I_505
ER  - 

@article{
author = "Onda, Shinichiro and Hosoda, Takashi and Jaćimović, Nenad and Kimura, Ichiro",
year = "2016",
journal = "Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)",
title = "Development and application of numerical method in open channel flow in boundary fitted coordinate system with density function method",
pages = "510-505",
number = "4",
volume = "72",
doi = "10.2208/jscejhe.72.I_505"
}

Onda, S., Hosoda, T., Jaćimović, N.,& Kimura, I.. (2016). Development and application of numerical method in open channel flow in boundary fitted coordinate system with density function method. in Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 72(4), 505-510.
https://doi.org/10.2208/jscejhe.72.I_505

Onda S, Hosoda T, Jaćimović N, Kimura I. Development and application of numerical method in open channel flow in boundary fitted coordinate system with density function method. in Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2016;72(4):505-510.
doi:10.2208/jscejhe.72.I_505 .

Onda, Shinichiro, Hosoda, Takashi, Jaćimović, Nenad, Kimura, Ichiro, "Development and application of numerical method in open channel flow in boundary fitted coordinate system with density function method" in Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 72, no. 4 (2016):505-510,
https://doi.org/10.2208/jscejhe.72.I_505 . .

TY  - JOUR
AU  - Shinichiro, O.N.D.A.
AU  - Hosoda, Takashi
AU  - Jaćimović, Nenad
AU  - Kimura, Ichiro
PY  - 2015
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1039
T2  - Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)
T1  - Numerical simulation of levee breach due to overtopping flow
EP  - 918
IS  - 4
SP  - 913
VL  - 71
DO  - 10.2208/jscejhe.71.I_913
ER  - 

@article{
author = "Shinichiro, O.N.D.A. and Hosoda, Takashi and Jaćimović, Nenad and Kimura, Ichiro",
year = "2015",
journal = "Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering)",
title = "Numerical simulation of levee breach due to overtopping flow",
pages = "918-913",
number = "4",
volume = "71",
doi = "10.2208/jscejhe.71.I_913"
}

Shinichiro, O.N.D.A., Hosoda, T., Jaćimović, N.,& Kimura, I.. (2015). Numerical simulation of levee breach due to overtopping flow. in Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 71(4), 913-918.
https://doi.org/10.2208/jscejhe.71.I_913

Shinichiro O, Hosoda T, Jaćimović N, Kimura I. Numerical simulation of levee breach due to overtopping flow. in Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering). 2015;71(4):913-918.
doi:10.2208/jscejhe.71.I_913 .

Shinichiro, O.N.D.A., Hosoda, Takashi, Jaćimović, Nenad, Kimura, Ichiro, "Numerical simulation of levee breach due to overtopping flow" in Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering), 71, no. 4 (2015):913-918,
https://doi.org/10.2208/jscejhe.71.I_913 . .

TY  - JOUR
AU  - Onda, Shinichiro
AU  - Hosoda, Takashi
AU  - Jaćimović, Nenad
AU  - Kimura, Ichiro
PY  - 2014
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1010
AB  - Dike failures due to overtopping flows have recently occurred during floods. It is of great importance to understand the mechanism of dike failure processes and to predict dike erosion accurately for disaster mitigation. In this study, a numerical model to simulate dike breaching is developed based on a three-dimensional flow model in porous media and density function methods, and a non-equilibrium sediment transport model. Infiltration into a dike is also considered in the simulation. First, a numerical model is applied to flows over a solid embankment in order to validate the flow model. Then, dike erosion processes are simulated. Compared with the previous experimental results, it is shown that the numerical model can reproduce overflows and dike failure processes reasonably.
T2  - Journal of JSCE
T1  - Numerical simulation of dike erosion process due to overtopping flow
EP  - 175
IS  - 1
SP  - 168
VL  - 2
DO  - 10.2208/journalofjsce.2.1_168
ER  - 

@article{
author = "Onda, Shinichiro and Hosoda, Takashi and Jaćimović, Nenad and Kimura, Ichiro",
year = "2014",
abstract = "Dike failures due to overtopping flows have recently occurred during floods. It is of great importance to understand the mechanism of dike failure processes and to predict dike erosion accurately for disaster mitigation. In this study, a numerical model to simulate dike breaching is developed based on a three-dimensional flow model in porous media and density function methods, and a non-equilibrium sediment transport model. Infiltration into a dike is also considered in the simulation. First, a numerical model is applied to flows over a solid embankment in order to validate the flow model. Then, dike erosion processes are simulated. Compared with the previous experimental results, it is shown that the numerical model can reproduce overflows and dike failure processes reasonably.",
journal = "Journal of JSCE",
title = "Numerical simulation of dike erosion process due to overtopping flow",
pages = "175-168",
number = "1",
volume = "2",
doi = "10.2208/journalofjsce.2.1_168"
}

Onda, S., Hosoda, T., Jaćimović, N.,& Kimura, I.. (2014). Numerical simulation of dike erosion process due to overtopping flow. in Journal of JSCE, 2(1), 168-175.
https://doi.org/10.2208/journalofjsce.2.1_168

Onda S, Hosoda T, Jaćimović N, Kimura I. Numerical simulation of dike erosion process due to overtopping flow. in Journal of JSCE. 2014;2(1):168-175.
doi:10.2208/journalofjsce.2.1_168 .

Onda, Shinichiro, Hosoda, Takashi, Jaćimović, Nenad, Kimura, Ichiro, "Numerical simulation of dike erosion process due to overtopping flow" in Journal of JSCE, 2, no. 1 (2014):168-175,
https://doi.org/10.2208/journalofjsce.2.1_168 . .