๐๏ธ Atmospheric Boundary Layer Wind Profile
Calculate atmospheric boundary layer wind velocity gradient using Log-Law and Power-Law, dynamic wind stagnation pressure on facades, and base overturning moments.
โก Fortran 90 Engine
Double Precision (IEEE 754)
โ ISO / ASME Validated
๐ Solver Telemetry
โ ACTIVE
๐๏ธ Views
15
โก Solves
13
๐พ Downloads
511
๐ฆ Fortran Code
4.4 KB
๐
Released
Jun 2026
โฑ๏ธ Latency
< 1 ms
๐๏ธ Atmospheric Boundary Layer & Vertical Wind Velocity Gradient
Real-time visual simulation of ground roughness shear, logarithmic velocity profile & high-rise structural drag๐ Configuration & Presets
๐๏ธ City Skyscraper (200m)
๐ Offshore Wind Mast (140m)
๐ญ Suburban Warehouse
๐ก Rural Mast (100m)
ABL Wind Engineering Formulations:
โข Log-Law Profile: U(z) = (u*/ฮบ) ยท ln(z / zโ) [m/s]
โข Friction Velocity: u* = (ฮบ ยท Uref) / ln(zref / zโ)
โข Dynamic Stagnation Pressure: q(z) = ยฝ ฯ [U(z)]ยฒ [Pa]
โข Turbulence Intensity: Iz(z) โ 1 / ln(z / zโ)
โข Log-Law Profile: U(z) = (u*/ฮบ) ยท ln(z / zโ) [m/s]
โข Friction Velocity: u* = (ฮบ ยท Uref) / ln(zref / zโ)
โข Dynamic Stagnation Pressure: q(z) = ยฝ ฯ [U(z)]ยฒ [Pa]
โข Turbulence Intensity: Iz(z) โ 1 / ln(z / zโ)
๐ Wind Engineering Results
Configure inputs and click Compute to view results.
๐ Calculation Methodology & ASCE 7 / Eurocode 1 Standards
Atmospheric Logarithmic Law
Derived from Prandtl mixing length theory for neutral atmospheric boundary layer equilibrium over rough terrain:
U(z) = (u* / ฮบ) ยท ln(z / zโ)
Dynamic Wind Pressure & Overturning
Dynamic wind stagnation pressure scales quadratically with height: $q(z) = \frac{1}{2} \rho [U(z)]^2$, creating substantial overturning moments on high-rise structures.
Key Engineering Assumptions
- Neutral atmospheric thermal stability (no strong convective inversions).
- Homogeneous fetch and uniform aerodynamic terrain roughness $z_0$.
- von Kรกrmรกn constant $\kappa = 0.40$.