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University of New Hampshire Stormwater Center
2007 Annual Report |
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Hydrodynamic Separators
About Hydrodynamic Separators
General Information
Performance Data
Water Quality Treatment Process
Design
![]() click to enlarge Back to List of Evaluated Treatments DesignThe design of HDS devices varies, and is completed by the manufacturer in accordance with local watershed conditions and target water quality treatment objectives. Often, these systems are designed to replace or retrofit existing catchbasins. Typically, HDS devices consist of a chamber that is configured for tangential flow, meaning that stormwater enters the device through an angled inlet that creates a swirl action to enhance particle settling. Many also contain a flow partition to minimize sediment re-suspension during times when flow rates exceed the design target. Typically, HDS devices are equipped with a baffled outlet to remove floating debris, oil, and grease in stormwater runoff. To prevent the re-suspension of captured solids during times of high flow volume, some manufacturers have adapted HDS designs to include internal, online bypasses. When appropriate, these systems also can be outfitted with external, offline bypasses so that high flows can bypass the system completely. |
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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