Donaghue Adrienne G, Morgan Naomi, Toran Laura, McKenzie Erica R
Department of Civil and Environmental Engineering, Temple University, Philadelphia, PA, USA.
Department of Earth and Environmental Science, Temple University, Philadelphia, PA, USA.
Water Res. 2022 May 1;214:118205. doi: 10.1016/j.watres.2022.118205. Epub 2022 Feb 17.
Internal water storage (IWS), a below-grade saturated layer, is a bioretention design component created by adjusting the underdrain outlet elevation. Anaerobic conditions and the presence of a carbon source in IWS facilitates denitrification. Yet it remains unclear how underdrain height within the IWS impacts nitrate (NO) removal. This study applied synthetic stormwater with NO to three laboratory columns with underdrains located at the bottom, middle, or top of a 32 cm thick gravel-woodchip IWS. Under steady state conditions, underdrain nitrogen removal demonstrated a positive linear relationship with increasing hydraulic residence time (HRT). For a 1 cm/h hydraulic loading rate (HLR), nitrogen removal efficiency increased from 52 to 99% as underdrain height moved from the top to the bottom. Despite identical IWS thickness across columns, immobilize zones below the middle and top underdrains limited the steady state nitrogen removal. Dual isotopes in NO also indicated denitrification occurred in mobile zones and showed little or no denitrification in immobile zones due to limited mass transport. Transient flow conditions were applied, to mimic storms, followed by dry conditions. Lower effluent nitrogen concentrations and mass fluxes were observed from the bottom underdrain across the range of HLRs tested (1 to 5 cm/h) but performance of all three underdrains converged after the application of one pore volume. The top underdrain enhanced mixing between new incoming low-DOC stormwater and old IWS water with high-DOC which minimized effluent DOC concentrations. NO isotope enrichment factors indicated denitrification during transient flow for all three underdrain heights and enrichment increased for the 5 cm/h HLR. For sites with narrow IWS geometries (width to depth ratio < 1), optimal underdrain height is likely located between the bottom and top of the IWS to promote mixing with old IWS water high in DOC and sustain denitrification during storms.
内部储水层(IWS)是一层地下饱和层,是通过调整排水口高程创建的生物滞留设计组件。IWS中的厌氧条件和碳源的存在有助于反硝化作用。然而,IWS内排水高度如何影响硝酸盐(NO)去除仍不清楚。本研究将含NO的合成雨水应用于三个实验室柱体,这些柱体的排水口位于32厘米厚的砾石-木屑IWS的底部、中部或顶部。在稳态条件下,排水口的氮去除与水力停留时间(HRT)的增加呈正线性关系。对于1厘米/小时的水力负荷率(HLR),随着排水口高度从顶部移到底部,氮去除效率从52%提高到99%。尽管各柱体的IWS厚度相同,但中部和顶部排水口下方的固定区限制了稳态氮去除。NO中的双同位素也表明反硝化作用发生在流动区,由于质量传输有限,固定区几乎没有反硝化作用。应用瞬态流动条件来模拟暴雨,随后是干燥条件。在测试的HLR范围内(1至5厘米/小时),从底部排水口观察到较低的出水氮浓度和质量通量,但在施加一个孔隙体积后,所有三个排水口的性能趋于一致。顶部排水口增强了新流入的低溶解有机碳(DOC)雨水与旧的高DOC IWS水之间的混合,从而使出水DOC浓度最小化。NO同位素富集因子表明,在瞬态流动期间,所有三个排水口高度都发生了反硝化作用,并且对于5厘米/小时的HLR,富集增加。对于IWS几何形状狭窄(宽深比<1)的场地,最佳排水口高度可能位于IWS的底部和顶部之间,以促进与高DOC的旧IWS水混合,并在暴雨期间维持反硝化作用。