πŸ“‹ Case Study

Slurry Transport Optimization in Iron Ore Pipeline (Brazil)

Unstable flow causing intermittent blockages and excessive pump wear

πŸ—οΈ Project Overview

520 km, 450 mm diameter pipeline transporting hematite slurry (62% w/w) from mine to port

🎯 Challenge

Unstable flow causing intermittent blockages and excessive pump wear

πŸ”§ Design Approach

Rheological characterization β†’ Bingham plastic model calibration β†’ CFD-based velocity profile tuning to maintain minimum transport velocity

πŸ“ Design Diagram

Rheological
CharacterizationBingham Model
Calibration
CFD Velocity
Tuning
Ο„β‚€ = 38 PaHe = 7,200Min. Transport
Velocity β‰₯ 2.1 m/s
Slurry Transport OptimizationIron Ore Pipeline β€’ BrazilPipeline Incline ΞΈD = 0.35 m

AI-generated project design illustration

πŸ“ Key Calculations

Yield Stress Threshold

Ο„β‚€ = ρgD sinΞΈ / 4
Result: 38 Pa
Minimum shear to initiate motion on incline

Hedstrom Number

He = ρDΒ²Ο„β‚€/ΞΌΒ²
Result: 7,200
Confirmed laminar-dominated flow regime requiring precise yield control

πŸ“Š Results

Zero unplanned shutdowns over 24 months, 22% reduction in specific energy consumption

πŸ’‘ Lessons Learned

  • β€’Yield stress must be measured at pipeline temperature
  • β€’Particle size distribution directly affects Ο„β‚€ and ΞΌ

βœ… Key Takeaways

  • 1Yield stress must be measured at pipeline temperature
  • 2Particle size distribution directly affects Ο„β‚€ and ΞΌ