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A review of phosphorus removal structures: how to assess and compare their performance

Publikation: Bidrag til tidsskriftReviewForskningfagfællebedømt

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A review of phosphorus removal structures : how to assess and compare their performance. / Penn, Chad; Chagas, Isis; Klimeski, Aleksandar; Lyngsie, Gry.

I: Water (Switzerland), Bind 9, Nr. 8, 583, 2017.

Publikation: Bidrag til tidsskriftReviewForskningfagfællebedømt

Harvard

Penn, C, Chagas, I, Klimeski, A & Lyngsie, G 2017, 'A review of phosphorus removal structures: how to assess and compare their performance', Water (Switzerland), bind 9, nr. 8, 583. https://doi.org/10.3390/w9080583

APA

Penn, C., Chagas, I., Klimeski, A., & Lyngsie, G. (2017). A review of phosphorus removal structures: how to assess and compare their performance. Water (Switzerland), 9(8), [583]. https://doi.org/10.3390/w9080583

Vancouver

Penn C, Chagas I, Klimeski A, Lyngsie G. A review of phosphorus removal structures: how to assess and compare their performance. Water (Switzerland). 2017;9(8). 583. https://doi.org/10.3390/w9080583

Author

Penn, Chad ; Chagas, Isis ; Klimeski, Aleksandar ; Lyngsie, Gry. / A review of phosphorus removal structures : how to assess and compare their performance. I: Water (Switzerland). 2017 ; Bind 9, Nr. 8.

Bibtex

@article{17bd269083914db2b54ff5aa1e203678,
title = "A review of phosphorus removal structures: how to assess and compare their performance",
abstract = "Controlling dissolved phosphorus (P) losses to surface waters is challenging as most conservation practices are only effective at preventing particulate P losses. As a result, P removal structures were developed to filter dissolved P from drainage water before reaching a water body. While many P removal structures with different P sorption materials (PSMs) have been constructed over the past two decades, there remains a need to evaluate their performances and compare on a normalized basis. The purpose of this review was to compile performance data of pilot and field-scale P removal structures and present techniques for normalization and comparison. Over 40 studies were normalized by expressing cumulative P removal as a function of cumulative P loading to the contained PSM. Results were further analyzed as a function of retention time (RT), inflow P concentration, and type of PSM. Structures treating wastewater were generally more efficient than non-point drainage water due to higher RT and inflow P concentrations. For Ca-rich PSMs, including slag, increased RT allowed for greater P removal. Among structures with low RT and inflow P concentrations common to non-point drainage, Fe-based materials had an overall higher cumulative removal efficiency compared to non-slag and slag materials.",
keywords = "Best management practices, Legacy phosphorus, Phosphorus, Phosphorus removal, Phosphorus removal structures, Phosphorus sorption materials, Urban stormwater, Water quality",
author = "Chad Penn and Isis Chagas and Aleksandar Klimeski and Gry Lyngsie",
year = "2017",
doi = "10.3390/w9080583",
language = "English",
volume = "9",
journal = "Water",
issn = "2073-4441",
publisher = "M D P I AG",
number = "8",

}

RIS

TY - JOUR

T1 - A review of phosphorus removal structures

T2 - how to assess and compare their performance

AU - Penn, Chad

AU - Chagas, Isis

AU - Klimeski, Aleksandar

AU - Lyngsie, Gry

PY - 2017

Y1 - 2017

N2 - Controlling dissolved phosphorus (P) losses to surface waters is challenging as most conservation practices are only effective at preventing particulate P losses. As a result, P removal structures were developed to filter dissolved P from drainage water before reaching a water body. While many P removal structures with different P sorption materials (PSMs) have been constructed over the past two decades, there remains a need to evaluate their performances and compare on a normalized basis. The purpose of this review was to compile performance data of pilot and field-scale P removal structures and present techniques for normalization and comparison. Over 40 studies were normalized by expressing cumulative P removal as a function of cumulative P loading to the contained PSM. Results were further analyzed as a function of retention time (RT), inflow P concentration, and type of PSM. Structures treating wastewater were generally more efficient than non-point drainage water due to higher RT and inflow P concentrations. For Ca-rich PSMs, including slag, increased RT allowed for greater P removal. Among structures with low RT and inflow P concentrations common to non-point drainage, Fe-based materials had an overall higher cumulative removal efficiency compared to non-slag and slag materials.

AB - Controlling dissolved phosphorus (P) losses to surface waters is challenging as most conservation practices are only effective at preventing particulate P losses. As a result, P removal structures were developed to filter dissolved P from drainage water before reaching a water body. While many P removal structures with different P sorption materials (PSMs) have been constructed over the past two decades, there remains a need to evaluate their performances and compare on a normalized basis. The purpose of this review was to compile performance data of pilot and field-scale P removal structures and present techniques for normalization and comparison. Over 40 studies were normalized by expressing cumulative P removal as a function of cumulative P loading to the contained PSM. Results were further analyzed as a function of retention time (RT), inflow P concentration, and type of PSM. Structures treating wastewater were generally more efficient than non-point drainage water due to higher RT and inflow P concentrations. For Ca-rich PSMs, including slag, increased RT allowed for greater P removal. Among structures with low RT and inflow P concentrations common to non-point drainage, Fe-based materials had an overall higher cumulative removal efficiency compared to non-slag and slag materials.

KW - Best management practices

KW - Legacy phosphorus

KW - Phosphorus

KW - Phosphorus removal

KW - Phosphorus removal structures

KW - Phosphorus sorption materials

KW - Urban stormwater

KW - Water quality

U2 - 10.3390/w9080583

DO - 10.3390/w9080583

M3 - Review

AN - SCOPUS:85027579802

VL - 9

JO - Water

JF - Water

SN - 2073-4441

IS - 8

M1 - 583

ER -

ID: 193400617