๐งช 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.
โก Fortran 90 Engine
Double Precision (IEEE 754)
โ ISO / ASME Validated
๐ Solver Telemetry
โ ACTIVE
๐๏ธ Views
31
โก Solves
28
๐พ Downloads
377
๐ฆ Fortran Code
4.5 KB
๐
Released
Jun 2026
โฑ๏ธ Latency
< 1 ms
๐งช Yield-Pseudoplastic Plug Flow Velocity Profile
Real-time visual simulation: Unyielded solid plug core ($r \le r_p$) surrounded by sheared boundary layer๐ Configuration & Presets
๐ข๏ธ Bentonite Mud (ฯy = 12 Pa)
โ๏ธ Mining Tailings Slurry
๐
Concentrated Tomato Paste
๐งด Carbopol Hydrogel
Herschel-Bulkley Constitutive Equation:
โข Rheology Law: ฯ = ฯy + K ยท (ฮณฬ)n (for ฯ > ฯy)
โข Wall Shear Stress: ฯw = ฮP ยท D / (4 L) [Pa]
โข Unyielded Plug Core Radius: rp = R ยท (ฯy / ฯw) [mm]
โข Generalized Reynolds: Regen = ฯ ยท V2โn ยท Dn / [ K ยท ((3n+1)/4n)n ยท 8nโ1 ].
โข Rheology Law: ฯ = ฯy + K ยท (ฮณฬ)n (for ฯ > ฯy)
โข Wall Shear Stress: ฯw = ฮP ยท D / (4 L) [Pa]
โข Unyielded Plug Core Radius: rp = R ยท (ฯy / ฯw) [mm]
โข Generalized Reynolds: Regen = ฯ ยท V2โn ยท Dn / [ K ยท ((3n+1)/4n)n ยท 8nโ1 ].
๐ Hydraulics Results
๐ Output Summary
Total Pipe Frictional Pressure Drop
383.74 kPa (3.837 bar)
Wall Shear ฯw: 119.92 Pa | Plug Radius rp: 9.4 mm
LAMINAR (UNYIELDED PLUG CORE)
Solid Plug Core Radius (rp)
9.4 mm
Pipe Radius R = 25.0 mm
Unyielded Plug Area Fraction
14.1 %
Central rigid moving core
Wall Shear Stress (ฯw)
119.9 Pa
Yield Ratio ฯy/ฯw = 0.375
Generalized Reynolds (Regen)
94
Transition at ~2100
๐ Pipe Pressure Drop ฮP (kPa) vs Flow Rate Q (mยณ/h)
๐ Plug Radius rp (mm) vs Yield Stress ฯy (Pa)
================================================================= THERMOFLUIDCALC โ HERSCHEL-BULKLEY HYDRAULICS REPORT ================================================================= Case Title : Food Processing Concentrated Tomato Paste Rheology Law Parameters : tau_y = 45.00 Pa, K = 8.200 Pa.s^n, n = 0.400 (Density = 1080.0 kg/m3) Piping Dimensions : ID = 50.0 mm, Length = 40.0 m, Target Flow Q = 6.00 m3/h ----------------------------------------------------------------- TOTAL PIPE PRESSURE DROP : 383.74 kPa (3.8374 bar) Wall Shear Stress (tau_w) : 119.92 Pa Unyielded Plug Radius (rp) : 9.38 mm (14.1 % of pipe cross-section) Generalized Reynolds Number: 93.7 PREDICTED FLOW REGIME : LAMINAR (UNYIELDED PLUG CORE) =================================================================
๐ 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.