Technical Notes
Mar 14, 2014

Model for Designing Infiltration Basins in Tropical and Subtropical Climates with a Focus on Unpaved Roads

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 9

Abstract

Controlling runoff from impervious surfaces such as roadways is an important part of storm water management in both urban and rural societies. Infiltration basins are one type of structure used to control storm water runoff. Design of these structures often involves using a single design storm and the assumption that the basin is initially dry. However, in tropical and subtropical climates where rainfall occurs frequently, the assumption of a dry basin is invalid. The objective of this study was to develop a new infiltration basin model that includes the effects of closely spaced storms on basin size. The model was used to design an infiltration basin for a section of unpaved road in João Pinheiro, Minas Gerais, Brazil. The performance of the model was evaluated with respect to infiltration rate, storm return period, and basin dimension parameters. Results showed that the infiltration rate was the most important input variable affecting basin size and that small but closely spaced storm events more strongly influenced basin size than isolated large events. Thus, while infiltration basins are often sized to capture small storm events (e.g., 25 mm or 90th percentile) to capture the most pollutants, this model indicates that such a sizing guideline may be inadequate if the basin is not empty. For unpaved roads, it is recommended that basins have an infiltration rate 510mmh1 to balance hydrologic performance and size.

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Acknowledgments

The authors would like to thank Conselho Nacional de Desenvolvimento Científico e tecnológico–CNPq (Brazil), and Fundação de Amparo à Pesquisa do Estado de Minas Gerais–FAPEMIG (Minas Gerais state, Brazil), for providing necessary funds to conduct this work.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 9September 2014

History

Received: Jul 2, 2013
Accepted: Mar 12, 2014
Published online: Mar 14, 2014
Published in print: Sep 1, 2014
Discussion open until: Nov 18, 2014

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Authors

Affiliations

Danilo Paulucio da Silva [email protected]
Adjunct Professor, State Univ. of Southwest Bahia, Basic and Instrumental Studies Dept., Rodovia BR-415, Km 3, s/n, 45700-000, Itapetinga, Bahia, Brazil (corresponding author). E-mail: [email protected]; [email protected]
Fernando Falco Pruski [email protected]
Titular Professor, Federal Univ. of Viçosa, Agricultural Engineering Dept., Campus Universitário, s/n, Centro, CEP 36570-000, Viçosa, Minas Gerais, Brazil. E-mail: [email protected]
Carmen T. Agouridis [email protected]
P.E.
Assistant Professor, Univ. of Kentucky, Biosystems and Agricultural Engineering Dept., 128 C.E. Barnhart Building, Lexington, KY 40546-0276. E-mail: [email protected]
José Márcio Alves da Silva [email protected]
Researcher, Water Resources Research Group, Federal Univ. of Viçosa, Campus Universitário, s/n, Centro, CEP 36570-000, Viçosa, Minas Gerais, Brazil. E-mail: [email protected]
Waldir Denver Muniz Meireles Filho [email protected]
Bachelor of Computer Science, Federal Univ. of Viçosa, Campus Universitário, s/n, Centro, CEP 36570-000, Viçosa, Minas Gerais, Brazil. E-mail: [email protected]

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