Drainage & Stormwater Management Quick Reference Guide
The Drainage & Stormwater Management Quick Reference Guide is a concise, field-ready technical resource that synthesizes best practices, regulatory requirements, design criteria, and calculation methods for managing surface water runoff in urban, suburban, and rural environments. It supports engineers, planners, inspectors, and municipal staff in selecting, sizing, and maintaining drainage infrastructure to mitigate flooding, erosion, and pollution. The guide emphasizes integrated, sustainable approaches aligned with green infrastructure, climate resilience, and watershed-based planning.
๐ Overview
๐ Key Components
๐ฏ Applications
- โ Municipal master planning and capital improvement programming
- โ Site-level civil engineering design for commercial/residential developments
- โ Regulatory compliance reporting and NPDES permit implementation
๐ Key Formulas
Rational Method Peak Flow
Q = C ร i ร A
Calculates peak runoff rate (Q, in cfs or mยณ/s) where C is the runoff coefficient, i is rainfall intensity (in/hr or mm/hr), and A is the catchment area (acres or ha)
Time of Concentration (Kirpich Equation)
t_c = 0.0195 ร L^{0.77} ร S^{-0.385}
Estimates time of concentration (t_c, in minutes) for overland flow on unpaved surfaces, where L is flow length (ft) and S is slope (ft/ft)
Detention Volume (Modified Rational Method)
V = (Q_p - Q_d) ร t_d / 2
Approximates required detention storage volume (V, in ftยณ or mยณ) where Q_p is peak inflow, Q_d is allowable outflow, and t_d is detention time
๐ Related Concepts
๐ References
๐ Prerequisites
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๐ Engineering Applications
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