EPANET Calibration Checklist v3.2
The EPANET Calibration Checklist v3.2 is a standardized, step-by-step procedural guide used to systematically validate and adjust hydraulic and water quality simulation parameters in EPANET models against field measurement data. It ensures model fidelity by verifying data integrity, structural accuracy, boundary condition consistency, and parameter optimization. The checklist supports reproducible, auditable, and defensible calibration practices for water distribution system (WDS) modeling professionals.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Regulatory compliance reporting for utility asset management plans
- ✓ Supporting hydraulic reliability studies and infrastructure investment prioritization
- ✓ Validating real-time control logic for smart water networks (SCADA-integrated models)
📐 Key Formulas
Nash–Sutcliffe Efficiency (NSE)
NSE = 1 - [Σ(Q_obs,i − Q_sim,i)² / Σ(Q_obs,i − Q̄_obs)²]
Quantifies model predictive accuracy relative to the mean of observed data; values >0.5 indicate satisfactory performance, with 1.0 being perfect fit.
Root Mean Square Error (RMSE)
RMSE = √[Σ(Q_obs,i − Q_sim,i)² / n]
Measures average magnitude of hydraulic or water quality prediction errors in same units as the variable (e.g., psi, mg/L).
Hazen-Williams Head Loss
h_f = 10.67 × L × Q^1.852 / (C^1.852 × d^4.871)
Empirical equation used in EPANET for major head loss calculation in pipes; C is the Hazen-Williams roughness coefficient, critical for hydraulic calibration.
🔗 Related Concepts
📚 References
📐 Prerequisites
Understand these before this topic
🔗 Engineering Applications
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