International MIKE by DHI Conference 2010, Copenhagen, Denmark, 30.1-30.8. Parallelization of the flexible mesh modeling systems with MPI. Department of Conservation, Forests and Lands Victoria, Environmental Studies Publication 401, 513 pp.
Sites of geological and geomorphological significance in the Westernport Bay catchment. BSc (Hons) Thesis, Department of Geography, University of Melbourne, Parkville. The morphology of northern Westernport Bay. Proceedings of the Royal Society of Victoria, 87, 107-138. Quaternary evolution, morphology, and sediment distribution, Westernport Bay, Victoria. Geological and Physical Setting, Sediments and Environments, Western Port, Victoria, Marine Geology, 30, 11-46. Efficient scheme for the shallow water equations on unstructured grids with application to the Continental Shelf, Ocean Dynamics, 61, 1175-1188. MIKE 21 Toolbox Global Tidal Model - Tidal Prediction, May 2014, 20 pp. MIKE 21 Flow Model FM Hydrodynamic Module, User Manual. Hydrodynamic models use tidal data as a main input in the open boundaries of 2D/.
#Mike 21 software
Delft3D Flexible Mesh Suite, D-Flow FM in Delta Shell, User Manual, Version 1.1.148, November 2015, 376 pp.ĭHI. Mike 21 is a powerful software in simulating of marine and oceanic parameters. Delft3D-Flow, Simulation of multi-dimensional hydrodynamic flows and transport phenomena, including sediments, User Manual, Version 8, May 2014, 684 pp.ĭeltares.
The unstructured approach was found to be the most computationally efficient both when run on multiple cores (MIKE 21 FM was the most efficient) and when run on a single core (Delft3D FM was the most efficient).ĭeltares. Despite the inherent differences in the grid configuration and the implementation of the numerical schemes between structured and unstructured approaches, both approaches have been shown to be able to accurately predict hydrodynamic conditions in a complex estuarine environment. Model performance has been assessed based on model calibration, representation of channel flows and computational efficiency. Models of Western Port, Australia, were developed using the three different packages to allow a comparison of performance and to determine if there are any differences in using structured versus unstructured approaches. The models use structured approaches (Delft3D), unstructured approaches utilising triangular and quadrilateral elements (MIKE 21 FM) and unstructured approaches utilising elements ranging from linear to six sided (Delft3D FM). Delft3D and MIKE 21 FM are internationally known software packages while Delft3D FM (formerly known as D-Flow FM) is a relatively new package. The performance of three different hydrodynamic modelling packages is compared in this study, namely Delft3D, Delft3D FM (both developed by Deltares) and MIKE 21 FM (developed by DHI).
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