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University of New Hampshire Stormwater Center
2007 Annual Report |
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Surface Sand Filter
About the Surface Sand Filter
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. Low-flows are metered out slowly through the standpipe into the filter basin. When the forebay’s capacity is reached, the overflow spills across a weir into the sand filter basin. 2. As the stormwater permeates the filter bed, the contaminants it contains are both physically filtered by sand particles and chemically sorbed to particle surfaces. 3. If located in suitable soils, such as those belonging to groups A and B, the treated runoff is allowed to infiltrate into the subsurface beneath the system. Otherwise, it is 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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