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University of New Hampshire Stormwater Center
2007 Annual Report |
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Vegetated Swale
About Vegetated Swales
General Information
Performance Data
Water Quality Treatment Process
Design
![]() click to enlarge Back to List of Evaluated Treatments DesignSwales are easy to design and build. They can be rock-lined or vegetated, broad or narrow, curving or linear, natural or engineered. Vegetated swales are generally designed with a trapezoidal or parabolic shape to accommodate large fluctuations in the flow of stormwater runoff. Dense vegetation is key to a swale’s stabilization and function, yet it is often not established until years after the construction is complete. This lag is common, and results from the fact that dense root mats may take up to three months to develop depending on the local growing season—a requirement that often is not accommodated by construction calendars. Typically, state design criteria for all swales, including those that are vegetated, specifies slopes of less than one percent, and flow velocities of less than one foot per second for 10-year (Q10) and lower flows. In general, swales installed in steeply sloped areas do not meet the design requirements for slope and velocity. Other common sizing criteria, such as water quality volume (WQV), channel protection volume (CPV), and conveyance protection volume (Qp), were not used in the design of this 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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