Affiliation:
1. Department of Civil and Water Engineering, Laval University, Quebec, QC G1V 0A6, Canada
2. Department of Civil, Geological and Mining Engineering, Polytechnique Montreal, Montreal, QC H3T 1J4, Canada
Abstract
The interaction of water flow, ice, and structures is common in fluvial ice processes, particularly around Ice Control Structures (ICSs) that are used to manage and prevent ice jam floods. To evaluate the effectiveness of ICSs, it is essential to understand the complex interaction between water flow, ice and the structure. Numerical modeling is a valuable tool that can facilitate such understanding. Until now, classical Eulerian mesh-based methods have not been evaluated for the simulation of ice interaction with ICS. In this paper we evaluate the capability, accuracy, and efficiency of a coupled Computational Fluid Dynamic (CFD) and multi-body motion numerical model, based on the mesh-based FLOW-3D V.2023 R1 software for simulation of ice-structure interactions in several benchmark cases. The model’s performance was compared with results from meshless-based models (performed by others) for the same laboratory test cases that were used as a reference for the comparison. To this end, simulation results from a range of dam break laboratory experiments were analyzed, encompassing varying numbers of floating objects with distinct characteristics, both in the presence and absence of ICS, and under different downstream water levels. The results show that the overall accuracy of the FLOW-3D model under various experimental conditions resulted in a RMSE of 0.0534 as opposed to an overall RMSE of 0.0599 for the meshless methods. Instabilities were observed in the FLOW-3D model for more complex phenomena that involve open boundaries and a larger number of blocks. Although the FLOW-3D model exhibited a similar computational time to the GPU-accelerated meshless-based models, constraints on the processors speed and the number of cores available for use by the processors could limit the computational time.
Funder
Ministère de Sécurité Publique de Québec
Reference63 articles.
1. Perham, R.E. (1983). Ice Sheet Retention Structures, Cold Regions Research and Engineering Lab.
2. Tuthill, A.M. (1995). Structural Ice Control: Review of Existing Methods, Cold Regions Research & Engineering Laboratory, U.S. Army Corps of Engineers.
3. Progress in the Study and Management of River Ice Jams;Beltaos;Cold Reg. Sci. Technol.,2008
4. Hicks, F.E. (2016). An Introduction to River Ice Engineering: For Civil Engineers and Geoscientists, CreateSpace Independent Publishing Platform.
5. Hydrodynamic Characteristics and Effects of River Waves Caused by Ice Jam Releases;Beltaos;Cold Reg. Sci. Technol.,2013