🧪 Non-Newtonian Yield-Pseudoplastic Hydraulics (Herschel-Bulkley)

Calculate non-Newtonian yield-pseudoplastic pipe flow using Herschel-Bulkley 3-parameter model: pipe pressure drop (kPa), wall shear stress (tau_w), solid unyielded plug core radius (rp), and generalized Reynolds number.

⚡ Fortran 90 Engine Double Precision (IEEE 754) ✓ ISO / ASME Validated
📊 Solver Telemetry ● ACTIVE
👁️ Consultations 31
⚡ Calculs faits 28
💾 Téléchargements 284 📦 Code Fortran 4.5 KB
📅 Mise en service Jun 2026
⏱️ Latence < 1 ms
⚡ Outils & Rapports :
💾 Télécharger Fortran 90

🧪 Yield-Pseudoplastic Plug Flow Velocity Profile

Real-time visual simulation: Unyielded solid plug core ($r \le r_p$) surrounded by sheared boundary layer

📝 Configuration & Presets

🛢️ Bentonite Mud (τy = 12 Pa) ⛏️ Mining Tailings Slurry 🍅 Concentrated Tomato Paste 🧴 Carbopol Hydrogel
🔬 Herschel-Bulkley Rheology Parameters
<1: Shear-thinning, =1: Bingham, >1: Dilatant
📏 Pipe Dimensions & Target Flow
Herschel-Bulkley Constitutive Equation:
• Rheology Law: τ = τy + K · (γ̇)n (for τ > τy)
• Wall Shear Stress: τw = ΔP · D / (4 L) [Pa]
• Unyielded Plug Core Radius: rp = R · (τy / τw) [mm]
• Generalized Reynolds: Regen = ρ · V2−n · Dn / [ K · ((3n+1)/4n)n · 8n−1 ].

📊 Hydraulics Results

📊 Output Summary
💾 Fortran Source

Total Pipe Frictional Pressure Drop
431.80 kPa (4.318 bar)
Wall Shear τw: 53.98 Pa | Plug Radius rp: 11.1 mm
LAMINAR (UNYIELDED PLUG CORE)
Solid Plug Core Radius (rp) 11.1 mm Pipe Radius R = 50.0 mm
Unyielded Plug Area Fraction 4.9 % Central rigid moving core
Wall Shear Stress (τw) 54.0 Pa Yield Ratio τyw = 0.222
Generalized Reynolds (Regen) 396 Transition at ~2100

📈 Pipe Pressure Drop ΔP (kPa) vs Flow Rate Q (m³/h)

📉 Plug Radius rp (mm) vs Yield Stress τy (Pa)

=================================================================
 THERMOFLUIDCALC — HERSCHEL-BULKLEY HYDRAULICS REPORT
=================================================================
Case Title                 : Oil & Gas Bentonite Drilling Mud Circulation
Rheology Law Parameters    : tau_y = 12.00 Pa, K = 1.800 Pa.s^n, n = 0.650 (Density = 1250.0 kg/m3)
Piping Dimensions          : ID = 100.0 mm, Length = 200.0 m, Target Flow Q = 35.00 m3/h
-----------------------------------------------------------------
TOTAL PIPE PRESSURE DROP   : 431.80 kPa (4.3180 bar)
Wall Shear Stress (tau_w)  : 53.98 Pa
Unyielded Plug Radius (rp) : 11.12 mm (4.9 % of pipe cross-section)
Generalized Reynolds Number: 395.5
PREDICTED FLOW REGIME      : LAMINAR (UNYIELDED PLUG CORE)
=================================================================

📘 Calculation Methodology & Herschel-Bulkley Rheology

Unified 3-Parameter Rheology

Herschel-Bulkley is the most versatile non-Newtonian model. It reduces to Newtonian fluid ($\tau_y=0, n=1$), Power-Law fluid ($\tau_y=0$), and Bingham plastic ($n=1$).

Plug Flow Phenomenon

Near the pipe centerline, shear stress $\tau(r) \le \tau_y$, causing the fluid to move as a rigid unsheared solid cylinder (plug) at uniform maximum velocity.

Key Engineering Assumptions

  • Fully developed, steady isothermal laminar/transitional pipe flow.
  • Darby / Metzner-Reed generalized Reynolds formulations.
  • Applicable to drilling fluids, mining tailings, polymer pastes, and food purees.