🌊 Francis & Kaplan Turbine Cavitation Sizer

Calculate Francis and Kaplan reaction turbine cavitation limits: Thoma critical cavitation coefficient sigma, metric specific speed nq, and maximum setting height above tailwater.

⚡ Fortran 90 Engine Double Precision (IEEE 754) ✓ ISO / ASME Validated
📊 Solver Telemetry ● ACTIVE
👁️ Consultations 36
⚡ Calculs faits 32
💾 Téléchargements 354 📦 Code Fortran 5.2 KB
📅 Mise en service Jun 2026
⏱️ Latence < 1 ms
⚡ Outils & Rapports :
💾 Télécharger Fortran 90

🌊 Reaction Turbine Runner, Draft Tube & Tailwater Elevation

Real-time visual simulation: Runner elevation setting zs relative to tailwater level to avoid cavitation

📝 Configuration & Presets

🏔️ Medium-Head Francis (85m) ⚡ Pumped-Storage (220m) 🏞️ River Kaplan (18m) 🌊 Bulb Tidal Turbine (6.5m)
⚡ Turbine Type & Hydro Duty
📐 Generator Speed & Powerhouse Elevation
Thoma Cavitation & Setting Height Formulation:
• Metric Specific Speed: nq = N · √Q / Hnet0.75 [rpm]
• Thoma Critical Coeff: σc = 0.0437·(nq/100)1.64 + 0.015 (Francis)
• Permissible Setting Height: zs = (Hatm − Hvap) − σc·Hnet − 0.50 [m]
• If zs < 0: Powerhouse runner must be submerged below tailwater.

📊 Performance Results

Configure inputs and click Compute to view results.

📘 Calculation Methodology & Hydro Cavitation Standards

Thoma Cavitation Parameter ($\sigma$)

Cavitation occurs when local pressure on the suction side of runner blades drops below vapor pressure $P_v$. The Thoma parameter $\sigma_c$ links dynamic pressure depressions to the net head $H_{net}$.

Setting Height ($z_s$) & Submergence

If $z_s < 0$, the runner must be excavated and placed below the downstream tailwater canal level to provide positive static suction head against cavitation pitting and vibrations.

Key Engineering Assumptions

  • IEC 60193 / USBR Monograph empirical cavitation coefficients.
  • Atmospheric barometric pressure correction for powerhouse altitude.
  • Widely used in hydroelectric dam powerhouse design and pumped storage plants.