EPA SWMM 5.2 Input Template Generator
The EPA SWMM 5.2 Input Template Generator is an Excel-based tool designed to automate the creation of standardized, syntactically correct input files (.inp) for the U.S. Environmental Protection Agency’s Storm Water Management Model (SWMM) version 5.2. It streamlines data entry by mapping user-defined hydrologic, hydraulic, and control rule parameters from spreadsheet tables to SWMM’s required section-based INP file structure. The generator enforces format compliance, validates unit consistency, and reduces manual errors in model setup for urban drainage and stormwater infrastructure analysis.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Rapid prototyping of urban stormwater models for master planning
- ✓ Regulatory compliance documentation for municipal separate storm sewer systems (MS4)
- ✓ Academic instruction and hands-on training in hydrologic modeling
📐 Key Formulas
Runoff Coefficient Adjustment
C_adj = C_base × (1 − F_imp × (1 − C_perv) − F_imp × C_imp)
Adjusts the composite runoff coefficient based on impervious fraction (F_imp), impervious runoff coefficient (C_imp), and pervious runoff coefficient (C_perv) for subcatchment-level runoff estimation.
Conduit Flow Capacity (Manning's Equation)
Q = (1.486 / n) × A × R^(2/3) × S^(1/2)
Computes full-flow capacity of conduits using Manning’s roughness coefficient (n), cross-sectional area (A), hydraulic radius (R), and slope (S); used internally to validate conduit sizing against design criteria.
Pollutant Buildup Rate
B(t) = B_max × (1 − e^(−k × t))
Models accumulation of pollutants on land surfaces over antecedent dry days (t), where B_max is maximum buildup and k is the decay constant; mapped from Excel inputs to SWMM [BUILDUP] section.
🔗 Related Concepts
📚 References
📐 Prerequisites
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➡️ Next Step
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🔗 Engineering Applications
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