| Determination of Runoff Reduction Method Equations (UIA to RPA) based on Multivariable SWMM Analysis | Piza and Rapp,
2018 (PDF, 410 KB) |
| Storm Inflow Hydrograph Shaping for Detention Design | MacKenzie and Rapp,
2017 (PDF, 299 KB) |
| Calibration of Rational Method Volume-Based Runoff Coefficients and Regional Time of Concentration to CUHP v2.0.0 | Rapp, et al.,
2017 (PDF, 997 KB) |
| Estimation of Runoff and Storage Volumes for Use with Full Spectrum Detention | MacKenzie and Rapp,
Revised 2017 (PDF, 687 KB) |
| Summary of the NOAA Atlas 14 Impact on Rainfall Depths used by UDFCD | Rapp,
2016 (PDF, 171 KB)
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| Determination of Watershed Predeveloped Peak Unit Flow Rates as the Basis for Detention Basin Design | MacKenzie and Rapp,
Revised 2016 (PDF, 296KB) |
| Determination of the Excess Urban Runoff Volume (EURV) for Full Spectrum Detention Design | MacKenzie and Rapp,
Revised 2016 (PDF, 510KB) |
| UDFCD Detention Basin Model Memorandum | MacKenzie and Stawski,
2014 (PDF, 359KB) |
| Recommended Release Rate from Full‐Spectrum Detention | Bolger and Wulliman,
2012 (PDF, 929KB) |
| Description of the Water Quality Capture Optimization Statistical Model (WQ-COSM) for Stormwater BMPs | Ben Urbonas, et al.,
2011 (PDF, 512KB) |
| UDFCD Street Inlet Capacity Technical Memorandum | MacKenzie and Guo,
2011 (PDF, 700 KB) |
| UDFCD Storm Sewer Pipe Material Technical Memorandum 2010 | Burns & McDonnell Engineering Company, Inc.
2010 (PDF, 10.6 MB) |
| Water Quality Orifice Sizing Equation for Rain Garden, Sand Filter Basin, and Permeable Pavement System Underdraining | MacKenzie,
2010 (PDF, 201KB) |
| Orifice Sizing Equation for EURV and WQCV Detention Basin Water Quality Outlet Plates | MacKenzie,
2010 (PDF, 372KB) |