High-precision online engineering simulation & modeling suite for modern greenhouse designers, growers, and agricultural engineers.
π WFC Smartfarm Layout Planner
Autonomous Wave Function Collapse (WFC) constraint satisfaction and A* pathfinding algorithm for smart farm greenhouse architecture. Automatically generates optimal cultivation gutters, hydronic supply/return manifolds, harvesting corridors, and computes an instant Bill of Materials (BOM).
π Real-Time Facility Hydraulics & Bill of Materials (BOM)
π Algorithmic Space Planning & Structural Kinematics in Commercial Greenhouses
Modern controlled environment agriculture (CEA) facilities require millimetric spatial efficiency. Maximizing photosynthetic production floor area while maintaining unhindered harvest cart logistics, uniform drip irrigation pressure, and return drainage slopes requires algorithmic layout optimization.
1. Wave Function Collapse (WFC) & Constraint Adjacency Matrix
Traditional CAD layout drafting requires hours of iterative manual positioning. This planner executes a modified Wave Function Collapse (WFC) constraint satisfaction algorithm across a discrete grid coordinate system:
- Cell Superposition: Each spatial grid cell begins in a superposition state of all valid greenhouse modules: [Empty, Cultivation Gutter, Harvest Walkway, Pipe-Rail Heating Manifold, Concrete Main Corridor, Drainage Sump].
- Entropy Collapse: The algorithm iteratively selects the cell with lowest Shannon entropy and collapses it into a concrete module based on user greenhouse dimensions.
- Propagation & Arc-Consistency: Adjacency rules propagate outward instantaneouslyβe.g., cultivation gutters must align strictly with heating pipe rails (gauge 51 mm, 500-600 mm wheel centers), while harvest pathways must terminate directly into the concrete central service spine.
2. Commercial Greenhouse Bay Geometry Benchmark Matrix
3. Irrigation Hydraulics & Header Pipe Diameter Sizing
Ensuring uniform fertigation across hundreds of linear meters requires sizing the main distribution header pipe to prevent excessive pressure drops (< 10% pressure differential between first and last dripper):
D_pipe (mm) = β[ (4 Γ Q_peak Γ 10βΆ) / (3600 Γ Ο Γ v_water) ]
Maintaining water velocity v_water within the optimal hydraulic design window of 1.0 m/s to 1.4 m/s ensures quiet laminar-to-moderate turbulent flow without destructive water hammer during rapid solenoid valve switching. For peak flows exceeding 15 mΒ³/h, pipe diameter should never drop below DN65 (65A).