2011
DOI: 10.1061/(asce)ee.1943-7870.0000444
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Field Evaluation of Bioretention Indicator Bacteria Sequestration in Wilmington, North Carolina

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Cited by 46 publications
(21 citation statements)
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“…However, different rain gardens also exhibit divergent performances, probably due to different soil depths and hydraulic loadings (Hathaway et al 2011). Constructed wetlands (Table 10.6) and retention and detention basins (Table 10.7) also exhibit various pollution reduction rates, and it can be attributed to the antecedent weather condition, rainfall intensity, and design parameters (e.g., geometry, size) (Herb et al 2009;Al-Rubaei et al 2014).…”
Section: Water Quality Treatmentmentioning
confidence: 99%
“…However, different rain gardens also exhibit divergent performances, probably due to different soil depths and hydraulic loadings (Hathaway et al 2011). Constructed wetlands (Table 10.6) and retention and detention basins (Table 10.7) also exhibit various pollution reduction rates, and it can be attributed to the antecedent weather condition, rainfall intensity, and design parameters (e.g., geometry, size) (Herb et al 2009;Al-Rubaei et al 2014).…”
Section: Water Quality Treatmentmentioning
confidence: 99%
“…There is a growing volume of research on the efficiency of LID for removing total suspended solids (Hsieh and Davis 2005;Hunt et al 2006Hunt et al , 2008Diblasi et al 2009;Hatt et al 2009;Li and Davis 2009), nitrogen (Dietz and Clausen 2005;Davis et al 2006;Hunt et al 2006Hunt et al , 2008Hatt et al 2009;Li and Davis 2009), phosphorus (Dietz and Clausen 2005;Hunt et al 2006;Hatt et al 2009;Li and Davis 2009), pathogens (Hunt et al 2008;Li and Davis 2009;Hathaway et al 2011), polycyclic aromatic hydrocarbons (PAHs) (Diblasi et al 2009), and selected trace metals (Davis et al 2003;Davis 2007;Hunt et al 2008;Hatt et al 2009;Li and Davis 2009). Most literature has been focused on efficiency defined by percentage capture, but there is recognition that efficiency is typically greater when influent concentrations are high and lower or negative when influent concentrations are near the treatment limits afforded by the design characteristics of the system being observed (Kadlec and Knight 1996).…”
Section: Introductionmentioning
confidence: 99%
“…Several studies have demonstrated the pollutant removal efficiency of stormwater biofilters (Brown & Hunt, ; Clark, ; Hathaway, Hunt, Graves, & Wright, ; Hunt, Jarrett, Smith, & Sharkey, ; Hunt, Smith, Jadlocki, Hathaway, & Eubanks, ; Li & Davis, ; Zhang, Seagren, Davis, & Karns, ). Besides water quality improvement, biofilters have been shown to effectively reduce runoff peak flow rates and runoff volumes (Gilroy & McCuena, and Hatt, Fletcher, & Deletic, ).…”
Section: Introductionmentioning
confidence: 99%
“…Several studies have demonstrated the pollutant removal efficiency of stormwater biofilters (Brown & Hunt, 2008;Clark, 2000;Hathaway, Hunt, Graves, & Wright, 2011;Hunt, Jarrett, Smith, & Sharkey, 2006;Hunt, Smith, Jadlocki, Hathaway, & Eubanks, 2008;Li & Davis, 2009; Zhang, Seagren, Davis, & Karns, 2011). Besides…”
Section: Introductionmentioning
confidence: 99%