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University of New Hampshire Stormwater Center
2007 Annual Report |
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Vegetated Swale
About Retention Ponds
General Information
Performance Data
Water Quality Treatment Process
Design
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Water Quality Treatment Process1. Runoff flows into a forebay that removes large objects and allows larger sediment particles to settle. 2. Runoff exits the forebay though a perforated standpipe and flows into the pond. When forebay capacity is reached, the overflow spills across a weir into the retention pond basin. 3. Water quality treatment is a function of storage volume and retention time, i.e., larger storage volumes and longer retention times promote better treatment. The removal of TSS, some phosphorus, petroleum hydrocarbons, and metals occurs primarily through sedimentation. 4. Several components contribute to biological treatment. Nutrients removal occurs primarily through the activity of macroinvertebrates, microorganisms, and plants. Long-term breakdown of petroleum hydrocarbons is through microbial processes. Metals that accumulate in the sediment may be taken up by the roots of aquatic vegetation. 5. The runoff is conveyed by a perforated standpipe modified with a one-inch outlet which regulates flow from the system. |
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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