Building Drainage & Stormwater Management Quick Reference Guide
The Building Drainage & Stormwater Management Quick Reference Guide is a concise, practitioner-oriented technical resource that synthesizes design criteria, regulatory requirements, and best practices for managing on-site rainwater runoff and wastewater conveyance in built environments. It supports engineers, architects, planners, and contractors in selecting, sizing, and integrating drainage infrastructure to ensure public safety, environmental protection, and regulatory compliance. The guide emphasizes performance-based solutions—including green infrastructure, hydraulic calculations, and code-aligned detailing—for both new construction and retrofit projects.
📖 Overview
📑 Key Components
🎯 Applications
- ✓ Sizing roof leaders and catch basins for design storms
- ✓ Designing site-level detention/retention basins to meet municipal runoff rate and volume control requirements
- ✓ Integrating permeable pavements, rain gardens, and green roofs into site development plans
📐 Key Formulas
Rational Method
Q = C × i × A
Calculates peak runoff rate (Q) in cfs, where C is the runoff coefficient, i is rainfall intensity (in/hr) for a given duration and return period, and A is the drainage area (acres)
Manning’s Equation (Open Channel Flow)
V = (1.49/n) × R^(2/3) × S^(1/2)
Determines average flow velocity (V) in ft/s for open channels or pipes flowing partially full; n = Manning’s roughness coefficient, R = hydraulic radius (ft), S = slope of energy grade line
Time of Concentration (Kirpich Equation)
t_c = 0.0195 × L^0.77 × S^(-0.385)
Estimates time of concentration (t_c) in minutes for overland flow on unpaved surfaces, where L = flow length (ft) and S = slope (ft/ft)
🔗 Related Concepts
📚 References
📐 Prerequisites
Understand these before this topic
🔗 Engineering Applications
See how this applies across industries