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Mike 21 hydro
Mike 21 hydro













mike 21 hydro

We have ample experience in the implementation of pollutant transport models for river, estuarine and coastal problems, including reaction processes (BOD-DO balance, nutrient dynamics, toxics decay). Simulation of the fish passage for the Sint-Baafs-Vijve weir, Belgium.

mike 21 hydro

  • Numerical modelling of weir alternatives for Condor Cliff Spillway, Argentina.
  • Simulation of the fish passage for the Denderleeuw weir, Belgium.
  • Simulation of the valves for the Zeebrugge Lock, Belgium.
  • Design and optimization of the filling/emptying system for the Third Set of Locks of the Panama Canal.
  • Some of the most relevant projects in which our network of professionals have participated implementing numerical models are the following: We perform simulations using a combination of in-house high-performance servers and cloud computing, allowing to scale the computation capabilities according to the modelling requirements. We have over ten years of experience using the open source numerical solvers from the OpenFOAM library, with custom boundary conditions and post-processing algorithms. We have ample experience in the implementation of CFD models to solve flows in and around civil structures, including:

    mike 21 hydro

    Design wave for the gates of the Third Set of Locks of Panamá Canal.Sedimentation assessment for the Garabí and Panambí dams projects.Conceptual design of protection works for Camisea River (Amazonic jungle), Perú.Impact of turbidity plumes due to dredging in the Access Channel to Montevideo harbor, Uruguay.Sedimentation along the waterway Santa Fe to the Ocean (Paraná River and Plata River, 700 km), Argentina.Dam break wave for Yacyretá dam (Paraná River – 62 hm3 reservoir), Argentina and Paraguay.Our network of professionals have participated in the implementation of numerical models for a variety of projects, including: Wave propagation, reflection and diffractionĪccording to the characteristics of the problem, we use one-dimensional models (HEC-RAS, Mike 1D), two-dimensional models (HEC-RAS 2D, Delft3D) or three-dimensional ones (Delft3D).We have ample experience in the implemetation of river and estuarine models, for different types of problems:















    Mike 21 hydro