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University of New Hampshire Stormwater Center
2007 Annual Report |
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Bioretention System (Bio II)
About Bioretention System (Bio II)
General Information
Performance Data
Water Quality Treatment Process
Design
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Water Quality Treatment Process1. Runoff flows into a sedimentation forebay or other pretreatment chamber. From there, it is slowly released into the filter basin through a perforated standpipe. When forebay capacity is reached, the overflow spills across a weir into the bioretention basin. 2. Biological treatment occurs through the uptake of pollutants by vegetation and soil microorganisms. Physical and chemical treatment (occurring within the soil media) includes sedimentation, filtration, and sorption with organic matter and mineral complexes. 3. Nutrients like nitrogen are taken up by the roots of the vegetation and metabolized by the system’s plants, shrubs, and trees. 4. The treated runoff can be allowed to infiltrate the native soils, or collected in a perforated subdrain and returned to a storm drain system or discharged to the surface. |
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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