π Case Study
Urban Mixed-Use Redevelopment in Austin, TX
Meeting City of Austin Watershed Protection Department (WPD) LID requirements while avoiding downstream flooding
ποΈ Project Overview
12-acre infill development with 60% impervious cover and adjacent floodplain constraints
π― Challenge
Meeting City of Austin Watershed Protection Department (WPD) LID requirements while avoiding downstream flooding
π§ Design Approach
Integrated bioretention cells + permeable pavers + underground detention vault with real-time level monitoring
π Design Diagram
AI-generated project design illustration
π Key Calculations
LID Volume Reduction
Runoff Γ (1 β C_LID)
Result: 78%
Met 75% WPD volume capture mandate
Bioretention Sizing
Required Volume = Q_p Γ t_storage
Result: 1.4 ac-ft
Based on 10-year, 24-hr storm
Detention Vault Overflow Rate
Q_out = C Γ L Γ H^1.5
Result: 28 cfs
Below 100-year channel capacity
π Results
Zero post-development peak flow increase; full WPD approval in first submission; $220k construction premium offset by 12-year utility rebateπ‘ Lessons Learned
- β’Pre-submission coordination with WPD prevents redesign loops
- β’Real-time sensors validated 92% model accuracy
- β’Permeable paver maintenance plan reduced long-term O&M costs by 37%
β Key Takeaways
- 1Pre-submission coordination with WPD prevents redesign loops
- 2Real-time sensors validated 92% model accuracy
- 3Permeable paver maintenance plan reduced long-term O&M costs by 37%