Literature DB >> 21905406

Hydraulic response and nitrogen retention in bioretention mesocosms with regulated outlets: part I--hydraulic response.

William C Lucas1, Margaret Greenway.   

Abstract

In bioretention systems used for stormwater treatment, runoff interception improves with increased infiltration rates. However, nitrogen retention improves with increased retention time or decreasing infiltration rates. These contrasting responses were analyzed in 240-L experimental mesocosms using a variety of media treatments. The mesocosms were vegetated, except for one barren control. Dual-stage outlets were installed to extend retention time and equalize hydraulic responses. One unregulated treatment was free-draining. This part 1 paper presents the media properties and hydraulic responses. The highly aggregated media had saturated hydraulic conductivities ranging from 20.7 to 59.6 cm/h in August 2008 (austral winter), which increased to 42.8 to 110.6 cm/h in March 2009 (austral summer). The outlet regulated mesocosms provided retention over 8 times longer than the free-draining mesocosms, while still being able to capture large events. The outlets provide adaptive management for bioretention design to improve both runoff capture and nitrogen retention.

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Year:  2011        PMID: 21905406

Source DB:  PubMed          Journal:  Water Environ Res        ISSN: 1061-4303            Impact factor:   1.946


  2 in total

1.  Nutrient removal from urban stormwater runoff by an up-flow and mixed-flow bioretention system.

Authors:  Wei Zhang; Min Sang; Wu Che; Huichao Sun
Journal:  Environ Sci Pollut Res Int       Date:  2019-04-27       Impact factor: 4.223

2.  Temporary storage or permanent removal? The division of nitrogen between biotic assimilation and denitrification in stormwater biofiltration systems.

Authors:  Emily G I Payne; Tim D Fletcher; Douglas G Russell; Michael R Grace; Timothy R Cavagnaro; Victor Evrard; Ana Deletic; Belinda E Hatt; Perran L M Cook
Journal:  PLoS One       Date:  2014-03-26       Impact factor: 3.240

  2 in total

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