Critical assessment of models for transport of engineered nanoparticles in saturated porous media

Publikation: Beiträge in ZeitschriftenZeitschriftenaufsätzeForschungbegutachtet

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Critical assessment of models for transport of engineered nanoparticles in saturated porous media. / Goldberg, Eli; Scheringer, Martin; Bucheli, Thomas D et al.
in: Environmental Science & Technology, Jahrgang 48, Nr. 21, 04.11.2014, S. 12732-12741.

Publikation: Beiträge in ZeitschriftenZeitschriftenaufsätzeForschungbegutachtet

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Goldberg E, Scheringer M, Bucheli TD, Hungerbühler K. Critical assessment of models for transport of engineered nanoparticles in saturated porous media. Environmental Science & Technology. 2014 Nov 4;48(21):12732-12741. doi: 10.1021/es502044k

Bibtex

@article{db330b0698dc4f4bbe271794b6802b1a,
title = "Critical assessment of models for transport of engineered nanoparticles in saturated porous media",
abstract = "To reliably assess the fate of engineered nanoparticles (ENP) in soil, it is important to understand the performance of models employed to predict vertical ENP transport. We assess the ability of seven routinely employed particle transport models (PTMs) to simulate hyperexponential (HE), nonmonotonic (NM), linearly decreasing (LD), and monotonically increasing (MI) retention profiles (RPs) and the corresponding breakthrough curves (BTCs) from soil column experiments with ENPs. Several important observations are noted. First, more complex PTMs do not necessarily perform better than simpler PTMs. To avoid applying overparameterized PTMs, multiple PTMs should be applied and the best model selected. Second, application of the selected models to simulate NM and MI profiles results in poor model performance. Third, the selected models can well-approximate LD profiles. However, because the models cannot explicitly generate LD retention, these models have low predictive power to simulate the behavior of ENPs that present LD profiles. Fourth, a term for blocking can often be accounted for by parameter variation in models that do not explicitly include a term for blocking. We recommend that model performance be analyzed for RPs and BTCs separately; simultaneous fitting to the RP and BTC should be performed only under conditions where sufficient parameter validation is possible to justify the selection of a particular model.",
keywords = "Chemistry",
author = "Eli Goldberg and Martin Scheringer and Bucheli, {Thomas D} and Konrad Hungerb{\"u}hler",
year = "2014",
month = nov,
day = "4",
doi = "10.1021/es502044k",
language = "English",
volume = "48",
pages = "12732--12741",
journal = "Environmental Science & Technology",
issn = "0013-936X",
publisher = "American Chemical Society",
number = "21",

}

RIS

TY - JOUR

T1 - Critical assessment of models for transport of engineered nanoparticles in saturated porous media

AU - Goldberg, Eli

AU - Scheringer, Martin

AU - Bucheli, Thomas D

AU - Hungerbühler, Konrad

PY - 2014/11/4

Y1 - 2014/11/4

N2 - To reliably assess the fate of engineered nanoparticles (ENP) in soil, it is important to understand the performance of models employed to predict vertical ENP transport. We assess the ability of seven routinely employed particle transport models (PTMs) to simulate hyperexponential (HE), nonmonotonic (NM), linearly decreasing (LD), and monotonically increasing (MI) retention profiles (RPs) and the corresponding breakthrough curves (BTCs) from soil column experiments with ENPs. Several important observations are noted. First, more complex PTMs do not necessarily perform better than simpler PTMs. To avoid applying overparameterized PTMs, multiple PTMs should be applied and the best model selected. Second, application of the selected models to simulate NM and MI profiles results in poor model performance. Third, the selected models can well-approximate LD profiles. However, because the models cannot explicitly generate LD retention, these models have low predictive power to simulate the behavior of ENPs that present LD profiles. Fourth, a term for blocking can often be accounted for by parameter variation in models that do not explicitly include a term for blocking. We recommend that model performance be analyzed for RPs and BTCs separately; simultaneous fitting to the RP and BTC should be performed only under conditions where sufficient parameter validation is possible to justify the selection of a particular model.

AB - To reliably assess the fate of engineered nanoparticles (ENP) in soil, it is important to understand the performance of models employed to predict vertical ENP transport. We assess the ability of seven routinely employed particle transport models (PTMs) to simulate hyperexponential (HE), nonmonotonic (NM), linearly decreasing (LD), and monotonically increasing (MI) retention profiles (RPs) and the corresponding breakthrough curves (BTCs) from soil column experiments with ENPs. Several important observations are noted. First, more complex PTMs do not necessarily perform better than simpler PTMs. To avoid applying overparameterized PTMs, multiple PTMs should be applied and the best model selected. Second, application of the selected models to simulate NM and MI profiles results in poor model performance. Third, the selected models can well-approximate LD profiles. However, because the models cannot explicitly generate LD retention, these models have low predictive power to simulate the behavior of ENPs that present LD profiles. Fourth, a term for blocking can often be accounted for by parameter variation in models that do not explicitly include a term for blocking. We recommend that model performance be analyzed for RPs and BTCs separately; simultaneous fitting to the RP and BTC should be performed only under conditions where sufficient parameter validation is possible to justify the selection of a particular model.

KW - Chemistry

UR - http://www.scopus.com/inward/record.url?scp=84908590612&partnerID=8YFLogxK

U2 - 10.1021/es502044k

DO - 10.1021/es502044k

M3 - Journal articles

C2 - 25256358

VL - 48

SP - 12732

EP - 12741

JO - Environmental Science & Technology

JF - Environmental Science & Technology

SN - 0013-936X

IS - 21

ER -

DOI

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