Building Drainage & Stormwater Management Standards Comparison Chart
A Building Drainage & Stormwater Management Standards Comparison Chart is a structured reference tool that systematically compares regulatory, design, and performance criteria across major national and regional standards (e.g., ASCE 24, IBC, EPA SWMM guidelines, CSA B128.1, EN 752) for managing on-site rainwater runoff, wastewater conveyance, and flood resilience in built environments. It highlights differences in design storm return periods, pipe sizing methods, infiltration allowances, green infrastructure mandates, and compliance thresholds. The chart supports engineers, planners, and code officials in selecting appropriate standards for project-specific jurisdictional, climatic, and sustainability requirements.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Code Compliance Verification During Permit Submittals
- ✓ Multi-Jurisdictional Project Design Harmonization
- ✓ Sustainability Certification Documentation (e.g., LEED, Green Star)
📐 Key Formulas
Rational Method Peak Flow
Q = C × i × A
Calculates peak runoff rate (Q) in cfs or L/s, where C is runoff coefficient, i is rainfall intensity (in/hr or mm/hr), and A is catchment area (acres or ha)
Manning’s Flow Equation
Q = (1.49/n) × A × R^(2/3) × S^(1/2) (Imperial) or Q = (1/n) × A × R^(2/3) × S^(1/2) (SI)
Determines open-channel or pipe flow capacity (Q) based on hydraulic radius (R), slope (S), cross-sectional area (A), and Manning’s roughness coefficient (n)
Time of Concentration (Kirpich Equation)
t_c = 0.0195 × L^0.77 × S^(-0.385)
Estimates time for runoff to travel from the hydraulically most distant point to the outlet (in minutes), where L is watershed length (ft) and S is slope (ft/ft)
🔗 Related Concepts
📚 References
📐 Prerequisites
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🔗 Engineering Applications
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