For 25 years, MIKE Powered by DHI’s software products have been used in water environments all over the world. Thousands of professionals choose MIKE software to solve tough and complex challenges in areas such as oceans and coastlines, rivers and reservoirs, ecology, groundwater, water distribution, wastewater and many more.
Our data management, decision support and operational forecasting software suite traverses all our areas of applications, complementing existing MIKE technologies in the work we do for you.
MIKE Powered by DHI is a range of software products that enable you to accurately analyse, model and simulate any type of challenge in water environments.
Whether you need access for a single user, small businesses, large corporations or universities, we have the pricing option that fits your budget and modelling needs.
We offer Subscription Packages which provide the freedom to enjoy multiple applications with greatly enhanced scalability, Perpetual Licenses if you prefer to build your own software portfolio, Academic Licenses for academic staff and students, as well as access through Microsoft Azure Marketplace (bring your own license or pay-as-you-go). With a wide variety of user access options available, there is sure to be one that is right for your projects.
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Create flexible and robust shoreline models capable of handling shorelines with large curvature, off-shore reefs, breakwaters, seawalls, groynes and rocky outcrops by combining 1D shoreline morphology with the 2D wave, current and sediment transport field from MIKE 21/3 Sand Transport (ST). Conduct the most advanced studies of real-life engineering problems such as the morphological optimisation of port layouts, impact of shore protection schemes, stability of tidal inlets, sedimentation in dredged channels and port entrances, erosion over buried pipelines, as well as river and estuarine morphology with this unparalleled duo.
MIKE 21 Shoreline Morphology lets you model important effects from structures on coastal morphology. These processes include wave sheltering, reflection and diffraction, as well as large-scale flow circulation and gradual downdrift recovery of the littoral drift. Since the morphological model is tightly coupled to underlying wave, flow and sediment transport models within MIKE 21, the effects can be inherently represented in complex 2D settings.
Optimise port layouts. Mitigate downdrift erosion and updrift sedimentation in dredged channels and port entrances by testing bypass operation schemes.
Analyse the effects of erosion over buried pipelines.
Link sediment supply from rivers to the shoreline response. Analyse tidal dynamics and the interaction with the coastline.
Get our expert modellers on board for your consulting projects either as a partner, to provide extended user support or for model and project reviews. Submit an inquiry
Get more done in less time with the modernised MIKE Zero user interface
Save time and improve your modelling workflows using MIKE Zero’s upgraded editors and viewers. Take advantage of new keyboard shortcuts and themes, improved tabbing, tear off and cascade functionality plus easier access to User Guides and Scientific Documentation.
Access new tools, Cloud applications and an enhanced graphical overview from the redesigned MIKE Zero start page
MIKE Zero, DHI’s fully Windows integrated graphical user interface, is now better than ever and comes standard with all MIKE 21/3 software. Enjoy easy access to new MIKE Cloud applications and Cloud-enhanced functionality, plus an extended set of MIKE tools within theme-based (rather than product-based) interactive workflows. Ensure important model components such as sources and structures stay at the forefront with a new interactive, customisable floating mapping window. Lastly, the updated tabbing functionality will help you work in a more organised and efficient manner.
Model sand transport in combined waves and currents
This pioneering intra-wave sand transport model calculates sand transport due to the combined effect of waves and currents by using the integrated wave boundary layer approach. This means that the bed shear stress (responsible for entraining sediment) and the intra-wave orbital motion (responsible for moving entrained sediment) can be determined for any combination of currents and waves. Add to this a coupling to a vertical diffusion and advection formulation of sediment concentration taking sediment characteristics into account, you have a model that can also be applied to any type of non-cohesive sediment.
Undertake long-term shoreline morphodynamic simulations
Make long-term prediction of shoreline evolution ranging from days to centuries in cases where 2D effects are important, such as areas with complex bathymetries. With MIKE 21 Shoreline Morphology, the sediment volume deposited during each time step is integrated across the shore face. The morphology is then updated according to the continuity equation for the shoreline using a predefined coastal profile. This unique process eliminates the effect of the cross-shore transport on the morphology, enabling long-term simulations.
Calculate dune erosion
The Dune Erosion model can be used to calculate the erosion of the dunes during storm conditions. Model the effects from dune erosion on shoreline evolution, even if the shoreline has not eroded all the way back. The Dune Erosion model is coupled to the shoreline evolution i.e. sand eroded from the dune will supply the beach and thereby reduce exposure of the dune to erosion.
Understand morphological impacts from sand availability
Sediment availability on the seabed can be introduced through initial maps of sand layer thickness, which is updated in response to morphological changes. Sand layer thickness maps are used for detailed sediment bypass over underwater structures, sloping seawalls, reefs and other hard bottom features. The sand layer thickness is part of the standard MIKE 21 ST FM but can also be applied within areas controlled by the Shoreline model.
Combine traditional 2D morphology with shoreline morphology
The implementation of the restrictions to morphology imposed by the shoreline model allows flexibility to specify areas where shoreline morphology is required and other areas where the full 2D morphology is required. Thus for some areas where the assumption on straight and parallel depth contours cannot be justified, the normal 2D model can be used within the same model setup. This feature has proven to increase the applicability of the shoreline model to virtually any long-term morphological study involving coastal structures. Typical examples where the 2D feature will be enabled is locally around the tip of relatively short groynes where the bathymetry is known to be both dynamic and spatially highly variable.
Undertake high performance computing via efficient parallelisation techniques
Use MIKE 21 Shoreline Morphology on systems with multiple cores and GPUs thanks to the efficient parallelisation techniques that are implemented in MIKE 21. Benefit from enhanced calculation speed during morphological modelling due to special techniques that have been developed for this software.
Efficiently generate unstructured meshes
The software features an efficient Mesh Generator Tool to support the generation and handling of unstructured meshes including the definition and editing of boundaries.