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Development of generalized empirical models for comparing effectiveness of wastewater nutrient removal technologies

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Abstract

The effectiveness of nutrient removal approaches was quantified at four wastewater treatment facilities (WWTFs) using mechanistic models. Generalized empirical models were developed applying statistical methods on the predicted values characterizing nutrient removal as a function of influent wastewater quality. The empirical models provide a framework to estimate nutrient removal effectiveness and inform system-level decisions on technology adoption. When carbon limited, more sophisticated approaches like five-stage Bardenpho and nitrite shunt provide the most notable benefit in removal efficiency (67% ± 3.3% and 89% ± 2.8%, respectively for total nitrogen (TN)), but little benefit is estimated under non-carbon-limited conditions between traditional solutions like anaerobic, anoxic, oxic (A2O), and advanced process configurations like five-stage Bardenpho (82% ± 2.8% and 85% ± 3.3%, respectively for TN). Sidestream physical/chemical processes can provide improvement in removal efficiency particularly at carbon-limited WWTFs, but negligible benefit is estimated with adoption of sidestream biological processes.

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Abbreviations

5SBAR:

five-stage Bardenpho

NH3:

Ammonia

NH3-N:

Ammonia as nitrogen

ABAC:

Ammonia-based aeration control

AOB:

Ammonia oxidizing bacteria

AS:

Ammonia stripping

AAO:

Anaerobic ammonia oxidizing organisms

ANAMMOX:

Anaerobic ammonium oxidation

A2O:

Anaerobic, anoxic, oxic

BOD:

Biochemical oxygen demand

CaRRB:

Centrate and RAS reaeration basin

COD:

Chemical oxygen demand

DO:

Dissolved oxygen

HRT:

Hydraulic retention time

MLR:

Mixed liquor return

MLE:

Modified Ludzack Ettinger

NS:

Nitrite shunt

NOB:

Nitrite oxidizing bacteria

OHO:

Ordinary heterotrophic organisms

PO4-P:

Phosphate as phosphorus

PAOs:

Polyphosphate accumulating organisms

PAD:

Post-aerobic digestion

RAS:

Return-activated sludge

SRT:

Solid retention time

STD:

Standard deviation

SP:

Struvite precipitation

TIN:

Total inorganic nitrogen

TKN:

Total Kjeldahl nitrogen

TN:

Total nitrogen

TP:

Total phosphorus

TSS:

Total suspended solids

VFAs:

Volatile fatty acids

WWTF:

Wastewater treatment facility

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This publication was made possible by USEPA grant RD835570.

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Correspondence to Brock Hodgson.

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Highlights

• Empirical models provide an approach to readily compare nutrient removal strategies

• It is important to consider influent COD when comparing effectiveness of strategies

• Sidestream chemical processes can benefit effluent nutrient concentrations

• Sidestream biological processes may have little to no benefit on nutrient removal

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Hodgson, B., Sharvelle, S. Development of generalized empirical models for comparing effectiveness of wastewater nutrient removal technologies. Environ Sci Pollut Res 26, 27915–27929 (2019). https://doi.org/10.1007/s11356-019-05761-3

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  • DOI: https://doi.org/10.1007/s11356-019-05761-3

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