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Infiltration Through Roadside Swales

In recent years, there have been efforts to develop a design procedure for swale systems which could be applied to permeable soils. This design should consider space limitations or any other site restriction. Five existing swale sites in the Central Florida area were instrumented to determine flow rates and permeability’s. Twenty-two experiments were performed. It is concluded that the use of a double-ring infiltrometer to determine the infiltration rate is possible for existing swale sites. Another conclusion is that published values of permeability are very variable and accurate, nor specific enough to predict actual infiltration rates. However, very conservative values can be used in design. A swale design procedure, including an equation for the length of triangular and trapezoidal swales, was developed.

Identiferoai:union.ndltd.org:ucf.edu/oai:stars.library.ucf.edu:rtd-5777
Date01 January 1985
CreatorsAvellaneda, Eduardo.
PublisherSTARS
Source SetsUniversity of Central Florida
LanguageEnglish
Detected LanguageEnglish
Typetext
Formatapplication/pdf
SourceRetrospective Theses and Dissertations
RightsPublic Domain

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