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contributor authorDaniel Subramaniam
contributor authorPeter Mather
contributor authorShane Russell
contributor authorJay Rajapakse
date accessioned2017-12-30T12:54:27Z
date available2017-12-30T12:54:27Z
date issued2016
identifier other%28ASCE%29EE.1943-7870.0001043.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243234
description abstractHigh concentrations of nitrate-nitrogen degrade the quality of aquatic environments. The primary mechanism by which nitrate-nitrogen is removed (denitrification) requires anoxic conditions and electron donors. While removal of total and ammonium-nitrogen is often high in stormwater biofilters, poor removal or even the release of nitrate-nitrogen in the outflow has often been observed. Five Perspex biofilter columns (94 mm internal diameter) were fabricated with a filter layer that contained 8% organic material. Columns were operated at 875  mm/h and fed with simulated stormwater with different antecedent dry days (ADDs) and concentrations of nitrate-nitrogen. Samples were collected from the outflow at different time intervals between 2 and 150 min and were tested for nitrate-nitrogen. The removal of nitrate-nitrogen varied during an event from a high removal percentage (60–90%) in the initial outflow that gradually decreased in the first 30 min and settled at 0–15% removal thereafter. This remained consistent during all simulated events independent of the number of ADDs or inflow concentrations. ADDs and previous event feed concentrations affected the outflow nitrate-nitrogen concentration in the first 30 min of the current event. Therefore, from this study it is concluded that denitrification within stormwater biofilters occurs mainly during drying periods rather than wetting periods.
publisherAmerican Society of Civil Engineers
titleDynamics of Nitrate-Nitrogen Removal in Experimental Stormwater Biofilters under Intermittent Wetting and Drying
typeJournal Paper
journal volume142
journal issue3
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0001043
page04015090
treeJournal of Environmental Engineering:;2016:;Volume ( 142 ):;issue: 003
contenttypeFulltext


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