MIKE 21 Coastal Model Setup

@mzdesmag

Hello sir, Did go through your job description and glad to share that I have enormous experience in working with MIKE 21 Coastal Model Setup I'm a seasoned programmer and Engineer with quality experience in Flutter, React, Node.JS, SpringBoot, Frontend and Backend Development, Python, Matlab, R studio, C, C++, C#, OpenCV, OpenGL, Tesseract OCR, google vision, Statistical programming/R progamming data analysis Computing for Data Analysis Time Series & Econometric, Machine learning, AI, Deep learning, Matlab and Mathematica, 3D modeling, CAD/CAM,AutoCAD, 2D, Architectural Engineering, SolidWorks, Unity 3D, PCB, Electronics, Arduino, Automation, Embedded and Firmware , IOT, Electrical/Mechanical Engineering I am a TOP Rated Freelancer, and you can check my reviews here as well: https://www.freelancer.com/u/mzdesmag. Looking forward to potentially working together on this project. Thanks and Best regards, Adekunle.

@salahuddin1973

Hello, This is a solid coastal modeling scope, and I can help you build a reliable MIKE 21 hydrodynamic model from the ground up. I’ll start by structuring the mesh and integrating your bathymetry, then carefully define boundary conditions using your tide and wind data to ensure realistic forcing. The key focus will be calibration—iterating against observed data to get accurate current patterns under both normal and extreme scenarios. You’ll receive clean setup files, validated .dfs simulations, and a concise memo explaining assumptions and calibration logic so everything is transparent and reusable. If needed, I can also extend this into wave or sediment modules once the base model is stable. Could you share the spatial extent and resolution you’re targeting for the mesh? That will help define the initial setup approach. Portfolio: https://www.freelancer.pk/u/salahuddin1973 Best regards, Naufal

@joelm0515

The main challenge is accurately representing local hydrodynamics where shoreline complexity and limited bathymetric resolution can produce unrealistic flows if the mesh or boundary conditions are too coarse. Naive setups risk misrepresenting currents and tidal interactions. I will build a high-resolution MIKE 21 mesh tailored to the coastal stretch, integrate supplied bathymetry and tidal/wind forcing, and calibrate against available gauge data using iterative sensitivity testing. This ensures the model reproduces both typical and extreme conditions. Optional wave and sediment modules can be added later with minimal rework once the core model is validated. Risks include boundary mismatches, under-resolved nearshore currents, and data gaps; these are mitigated with nested boundaries, adaptive mesh refinement, and gap-filling through interpolation and nearby gauge comparison. Deliverables will include full MIKE 21 setup, two validated .dfs simulation runs, and a concise calibration memo documenting assumptions, steps, and key insights. I have built and calibrated multiple MIKE 21 coastal models, ensuring reproducible hydrodynamics and smooth integration of new modules. Early alignment on additional data needs and calibration targets will shorten iteration cycles and guarantee reliable outputs. Do you have long-term wind and wave records for extreme-event validation, or should I generate synthetic extremes based on available data?

@alluankit01

Hi, I can set up a reliable MIKE 21 hydrodynamic model for your coastal site using the bathymetry, tide gauge, wind, and boundary data you provide. I’ll build the mesh, apply bathymetry, define open boundaries and forcing conditions, then calibrate the model against available water level/current data so the simulations represent the shoreline accurately. After calibration, I’ll run typical and extreme condition scenarios and deliver the validated outputs in `.dfs` format. My focus will be on making the model defensible: clear assumptions, proper boundary setup, calibration notes, and a short memo explaining current patterns, limitations, and key findings. If needed later, the model can also be extended toward wave or sediment transport modules. Please share the raw bathymetry, tide/wind records, and site location details so I can confirm the required setup and calibration approach. Best regards Ankit

@zarminagull189

Hi, I can help you build a robust MIKE 21 hydrodynamic model for your coastal site with proper calibration and clear, defensible results. Approach 1. Model Setup • Generate flexible mesh (refined near shoreline/interest zones) • Integrate bathymetry (cleaning, interpolation, smoothing where needed) • Define boundary conditions (tides, water levels, wind forcing) 2. Calibration Strategy • Use tide gauge data for water level validation • Adjust key parameters (bed resistance, eddy viscosity, etc.) • Compare simulated vs observed data (time series + error metrics) • Iterative tuning until results are stable and reliable 3. Simulations • Run typical conditions (baseline circulation) • Run extreme scenarios (high winds, storm surge conditions) • Extract and visualize current patterns clearly Deliverables • Complete MIKE 21 setup (mesh, bathymetry, boundaries, calibration files) • Minimum 2 validated simulation runs (.dfs) • Concise report (assumptions, calibration process, key insights) Optional (Future Scope) • Wave module (MIKE 21 SW) • Sediment transport (sand/mud modeling) • Coupled simulations Timeline • Setup + initial calibration: 4–6 days • Final validation + simulations: 3–5 days What I’ll Need • Bathymetry data • Tide gauge records • Wind data • Any known boundary conditions or prior studies (if available) If you share the dataset, I can quickly outline a site-specific modeling plan before starting. Best regards.