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用饮用水处理残余物改良生物滞留介质中的水力控制与磷去除平衡

Balancing Hydraulic Control and Phosphorus Removal in Bioretention Media Amended with Drinking Water Treatment Residuals.

作者信息

Ament Michael R, Hurley Stephanie E, Voorhees Mark, Perkins Eric, Yuan Yongping, Faulkner Joshua W, Roy Eric D

机构信息

Department of Plant and Soil Science, University of Vermont, Burlington, VT 05405, USA.

Gund Institute for Environment, University of Vermont, Burlington, VT 05405, USA.

出版信息

ACS ES T Water. 2021 Mar 12;1(3):688-697. doi: 10.1021/acsestwater.0c00178.

DOI:10.1021/acsestwater.0c00178
PMID:35187535
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC8849539/
Abstract

Green stormwater infrastructure like bioretention can reduce stormwater runoff volumes and trap sediments and pollutants. However, bioretention soil media can be both a sink and source of phosphorus (P). We investigated the potential tradeoff between hydraulic conductivity and P sorption capacity in drinking water treatment residuals (DWTRs), with implications for bioretention media design. Batch isotherm and flow-through column experiments were used to quantify the maximum P sorption capacity (S) and rate of P sorption for three DWTR sources. S values varied greatly among DWTR sources and methodologies, which has implications for regulatory standards. We also conducted a large column experiment to determine the hydraulic and P removal effects of amending bioretention media with solid and mixed layers of DWTRs. When applied to bioretention media, the impact of DWTRs on hydraulic conductivity and P removal depended on layering strategy. Although DWTR addition in solid and mixed layer designs improved P removal, the solid layer restricted water flow and exhibited incomplete P removal, while the mixed layer had no effect on flow and removed ~100% of P inputs. We recommend that DWTRs be mixed with sand in bioretention media to simultaneously achieve stormwater drainage and P reduction goals in green stormwater infrastructure.

摘要

像生物滞留这样的绿色雨水基础设施可以减少雨水径流量,并截留沉积物和污染物。然而,生物滞留土壤介质可能既是磷(P)的汇,也是磷的源。我们研究了饮用水处理残余物(DWTRs)的水力传导率和磷吸附能力之间的潜在权衡,这对生物滞留介质设计具有重要意义。采用批量等温线和流通柱实验来量化三种DWTR来源的最大磷吸附容量(S)和磷吸附速率。S值在DWTR来源和方法之间差异很大,这对监管标准有影响。我们还进行了一个大型柱实验,以确定用DWTRs的固体层和混合层改良生物滞留介质的水力和磷去除效果。当应用于生物滞留介质时,DWTRs对水力传导率和磷去除的影响取决于分层策略。虽然在固体层和混合层设计中添加DWTRs提高了磷去除率,但固体层限制了水流,且磷去除不完全,而混合层对水流没有影响,并去除了约100%的磷输入。我们建议在生物滞留介质中将DWTRs与沙子混合,以在绿色雨水基础设施中同时实现雨水排水和磷减少目标。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d2e0/8849539/8a4faf17de21/nihms-1685708-f0006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d2e0/8849539/fd67218b6db3/nihms-1685708-f0001.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d2e0/8849539/8a4faf17de21/nihms-1685708-f0006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d2e0/8849539/fd67218b6db3/nihms-1685708-f0001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d2e0/8849539/ff45286e1cda/nihms-1685708-f0002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d2e0/8849539/91a1b629c4f4/nihms-1685708-f0003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d2e0/8849539/40572024e395/nihms-1685708-f0004.jpg
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