ThermoFluidCalc Engineering Report

Atmospheric Boundary Layer Wind Engineering Analysis — 2026-08-23 20:59:23
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🏙️ 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.

⚡ Fortran 90 Engine Double Precision (IEEE 754) ✓ ISO / ASME Validated
📊 Solver Telemetry ● ACTIVE
👁️ Consultations 15
⚡ Calculs faits 13
💾 Téléchargements 413 📦 Code Fortran 4.4 KB
📅 Mise en service Jun 2026
⏱️ Latence < 1 ms
⚡ Outils & Rapports :
💾 Télécharger Fortran 90

🏙️ Atmospheric Boundary Layer & Vertical Wind Velocity Gradient

Real-time visual simulation of ground roughness shear, logarithmic velocity profile & high-rise structural drag

📝 Configuration & Presets

🏙️ City Skyscraper (200m) 🌊 Offshore Wind Mast (140m) 🏭 Suburban Warehouse 📡 Rural Mast (100m)
💨 Reference Wind & Terrain
Standard at 10m height (e.g. 25 m/s ≈ 90 km/h)
Sea: 0.002, Open: 0.03, Suburb: 0.30, City: 1.0–2.0
Sea: 0.12, Open: 0.16, City: 0.33
🏢 Building / Structure Dimensions
ABL Wind Engineering Formulations:
• Log-Law Profile: U(z) = (u*/κ) · ln(z / z₀) [m/s]
• Friction Velocity: u* = (κ · Uref) / ln(zref / z₀)
• Dynamic Stagnation Pressure: q(z) = ½ ρ [U(z)]² [Pa]
• Turbulence Intensity: Iz(z) ≈ 1 / ln(z / z₀)

📊 Wind Engineering Results

📊 Output Summary
💾 Fortran Source

Building Top Wind Speed (Utop)
U(H) = 35.0 m/s (126.1 km/h)
Dynamic Pressure: 752 Pa (0.75 kPa)
H = 18 m
Friction Velocity (u*) 3.42 m/s Roughness z₀ = 0.300 m
Top Turbulence Intensity (Iz) 24.4 % At z = 18 m
Base Overturning Moment 7,584 kN·m 7.58 MN·m
Total Facade Wind Shear 714 kN Integrated Drag Force

📈 Wind Velocity U(z) [m/s] vs Elevation Height z (m)

📉 Dynamic Wind Pressure q(z) [Pa] vs Elevation (m)

=================================================================
 THERMOFLUIDCALC — ATMOSPHERIC BOUNDARY LAYER REPORT
=================================================================
Case Title                 : Suburban Industrial Logistics Warehouse
Reference Wind Condition   : Uref = 30.00 m/s at zref = 10.0 m (108.0 km/h)
Terrain Parameters         : Roughness z0 = 0.3000 m, Power-law alpha = 0.220
Structure Dimensions       : Height H = 18.0 m, Width W = 80.0 m
-----------------------------------------------------------------
Friction Velocity (u*)     : 3.422 m/s
TOP WIND SPEED (Log-Law)   : 35.03 m/s (126.1 km/h)
TOP WIND SPEED (Power-Law) : 34.14 m/s (122.9 km/h)
Top Dynamic Wind Pressure  : 751.5 Pa (0.752 kPa)
Top Turbulence Intensity   : 24.4 %
Integrated Total Wind Shear: 714.0 kN
Base Overturning Moment    : 7,584.3 kN.m (7.58 MN.m)
=================================================================

📘 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* / κ) · ln(z / z₀)

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 Kármán constant $\kappa = 0.40$.