TY - JOUR
T1 - Comparison between a coupled 1D-2D model and a fully 2D model for supercritical flow simulation in crossroads
AU - Ghostine, Rabih
AU - Hoteit, Ibrahim
AU - Vazquez, Jose
AU - Terfous, Abdelali
AU - Ghenaim, Abdellah
AU - Mose, Robert
N1 - KAUST Repository Item: Exported on 2020-10-01
PY - 2014/12
Y1 - 2014/12
N2 - In open channel networks, flow is usually approximated by the one-dimensional (1D) Saint-Venant equations coupled with an empirical junction model. In this work, a comparison in terms of accuracy and computational cost between a coupled 1D-2D shallow water model and a fully two-dimensional (2D) model is presented. The paper explores the ability of a coupled model to simulate the flow processes during supercritical flows in crossroads. This combination leads to a significant reduction in the computational time, as a 1D approach is used in branches and a 2D approach is employed in selected areas only where detailed flow information is essential. Overall, the numerical results suggest that the coupled model is able to accurately simulate the main flow processes. In particular, hydraulic jumps, recirculation zones, and discharge distribution are reasonably well reproduced and clearly identified. Overall, the proposed model leads to a 30% reduction in run times. © 2014 International Association for Hydro-Environment Engineering and Research.
AB - In open channel networks, flow is usually approximated by the one-dimensional (1D) Saint-Venant equations coupled with an empirical junction model. In this work, a comparison in terms of accuracy and computational cost between a coupled 1D-2D shallow water model and a fully two-dimensional (2D) model is presented. The paper explores the ability of a coupled model to simulate the flow processes during supercritical flows in crossroads. This combination leads to a significant reduction in the computational time, as a 1D approach is used in branches and a 2D approach is employed in selected areas only where detailed flow information is essential. Overall, the numerical results suggest that the coupled model is able to accurately simulate the main flow processes. In particular, hydraulic jumps, recirculation zones, and discharge distribution are reasonably well reproduced and clearly identified. Overall, the proposed model leads to a 30% reduction in run times. © 2014 International Association for Hydro-Environment Engineering and Research.
UR - http://hdl.handle.net/10754/563902
UR - https://www.tandfonline.com/doi/full/10.1080/00221686.2014.974081
UR - http://www.scopus.com/inward/record.url?scp=84929172748&partnerID=8YFLogxK
U2 - 10.1080/00221686.2014.974081
DO - 10.1080/00221686.2014.974081
M3 - Article
SN - 0022-1686
VL - 53
SP - 274
EP - 281
JO - Journal of Hydraulic Research
JF - Journal of Hydraulic Research
IS - 2
ER -