Technical Notes
Mar 3, 2016

Effect of Composition on Basic Properties of Engineered Media for Living Roofs and Bioretention

Publication: Journal of Hydrologic Engineering
Volume 21, Issue 6

Abstract

Engineered media used in living roofs and bioretention plays a crucial role in determining stormwater mitigation performance. Engineered media with compositions varying in four aggregates, volumetric ratio of compost (0, 10, and 20%) and three amendments (zeolite, paving sand, and topsoil) were prepared in the laboratory. Media basic properties including particle-size distribution (PSD), dry bulk density, particle density, porosity, and saturated hydraulic conductivity (Ks), were characterized and investigated as a function of the varying composition. All media are classified as poorly-graded sand (SP), exhibiting porosity greater than 0.51, with magnitudes of Ks ranging from 102 to 101cm/s. Media with pumice-based aggregates have particle densities between 2.21 and 2.48g/cm3. The Ks of a pure aggregate classified as SP is positively related to the particle size corresponding to 50% fines on the cumulative PSD curve. Ks values of four aggregates either remain unchanged or decrease by 73% at most with the addition of the compost. An amendment to an aggregate-compost mixture can alter Ks in different ways, depending on its particle shape, coarseness, and organic material.

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Acknowledgments

The authors appreciate Dr. Robyn Simcock and John Dando at Landcare Research for help in data measurements and interpretation. The first author would also like to thank the China Scholarship Council for providing the doctoral scholarship for her Ph.D. studies, and the University of Auckland for providing funding for experiments.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 21Issue 6June 2016

History

Received: Apr 16, 2015
Accepted: Dec 29, 2015
Published online: Mar 3, 2016
Published in print: Jun 1, 2016
Discussion open until: Aug 3, 2016

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Authors

Affiliations

Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Univ. of Auckland, Private Bag 92019, Auckland 1010, New Zealand (corresponding author). E-mail: [email protected]
Elizabeth Fassman-Beck, Ph.D., M.ASCE [email protected]
Associate Professor, Dept. of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology, Hoboken, NJ 07030. E-mail: [email protected]

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