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University of New Hampshire Stormwater Center
2007 Annual Report |
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Porous Asphalt
About Porous Asphalt
General Information
Performance Data
Water Quality Treatment Process
Design
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Water Quality Treatment Process1. Rain drains through the porous asphalt and the choker course and into the sand filter course. 2. In the filter course, the physical process of filtration removes fine particulates from the solution, and the chemical process of sorption binds contaminants like heavy metals, petroleum hydrocarbons, and phosphorus to the sand surfaces. It is likely that some microbial activity also degrades petroleum hydrocarbons and nutrients. 3. Water passes into the infiltration reservoir of uniformly graded crushed stone, where infiltration into sandy clay loam soils can occur. 4. Treated water that flows below the elevated subdrain infiltrates into the subgrade, where it can recharge the groundwater supply. 5. When a storm’s rainfall exceeds system design, water flows through the elevated subdrain to the surface. If the system is completely drained from a previous storm, it can store a four-inch rain event in its infiltration basin. The void spaces contained within the entire subbase provide sufficient storage for a 15-inch rain event. This design reflects the researchers’ need to install in poor soils and high groundwater. UNHSC recommends other design criteria for other settings. |
Table of Contents
Directors' Message
About the Center
2007 Highlights
About the Field Site
How We Evaluate Performance
Stormwater Treatment Performance Comparison
How to Read this Report
Stormwater Treatment System Data
Resources for Land & Water Management
Administration
Download the Report
For a Printed Copy
Tell Us What You Think
This publication was produced in partnership with the UNH/NOAA Cooperative Institute for Coastal & Estuarine Environmental Technology. |
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