Technical Papers
Mar 6, 2012

Long-Term Orthophosphate Removal in a Field-Scale Storm-Water Bioinfiltration Rain Garden

Publication: Journal of Environmental Engineering
Volume 138, Issue 10

Abstract

Unabated runoff from impervious surfaces after rain events is considered a major source of impairment of receiving water bodies. Bioinfiltration storm-water control measures (SCM) have been shown to be effective in reducing runoff and pollutants from urban areas and thus provide a mechanism for protecting downstream sources from erosion and contamination from suspended solids, metals, and nutrients. However, less is known about the loss mechanisms responsible for contaminant removal and the long-term performance of such SCMs. Even less is known of the performance from a vadose zone perspective. The research presented herein examines the long-term (9 year) performance of a bioinfiltration rain garden with specific emphasis on the removal of orthophosphate. Field data indicated clear removal trends for orthophosphate (PO43P), the bioavailable form of phosphorus, as the storm water infiltrated into the infiltration bed of the rain garden. The median PO43P concentration decreased from 0.210.25mg/L in the ponded water to 0.03mg/L in the pore water at the bottom of the infiltration bed. Overall, the rain garden showed no sign of decreased PO43P removal performance over 9 years of monitoring. In addition to monitoring dissolved PO43P concentrations over time, soil samples were collected throughout the rain garden to quantify the accumulation of PO43P in the soil. Results show that PO43P was uniformly distributed throughout the top layer of the ponded area of the infiltration bed (0.13±0.03mg/g dry soil, n=4) and then decreased with depth between 0 and 10 cm. The sorbed PO43P concentrations remained relatively constant between the depths of 10 to 30 cm throughout the infiltration bed (0.05±0.02mg/g dry soil, n=20). A mass balance comparing the mass of PO43P entering and leaving the rain garden to the mass sorbed to the soil suggested that the extraction procedure used to remove the PO43P from the soil (0.5 N HCl for 24 h) provided a rough estimate of the PO43P that accumulated during the 9 years of operation. Comparison of the PO43P sorbed to the first 30 cm of soil over the 9 years (1.58 kg or 176g/year) to the maximum amount of PO43P that the soil can hold if in equilibrium with dissolved PO43P concentrations typical of the rain garden (0.050.11mg/g dry soil, based on batch sorption experiments) indicated that the top 10 cm of the infiltration bed was saturated with PO43P but saturation of deeper depths would not occur for >20years. This led to the conclusion that, in regards to the soil, infrequent maintenance is needed with respect to PO43P removal during the long-term operation of the rain garden.

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Acknowledgments

This research was funded in part by the U.S. Environmental Protection Agency (Contract No. EP10C000092), the Federal Clean Water Act Section 319 (PaDEP) Nonpoint Source Pollution Management Program (National Monitoring Program), Pennsylvania DEP Growing Greener, and the William Penn Foundation. The authors would like to thank Robert Stone and Maulin Gandhi for their assistance on this project.

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Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 138Issue 10October 2012
Pages: 991 - 998

History

Received: Jul 11, 2011
Accepted: Mar 3, 2012
Published online: Mar 6, 2012
Published in print: Oct 1, 2012

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Authors

Affiliations

John Komlos [email protected]
Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA 19085 (corresponding author). E-mail: [email protected]
Robert G. Traver [email protected]
M.ASCE
Dept. of Civil and Environmental Engineering, Villanova Univ., Villanova, PA 19085. E-mail: [email protected]

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