Critical Assessment of Models for Transport of Engineered Nanoparticles in Saturated Porous Media

被引:68
|
作者
Goldberg, Eli [1 ]
Scheringer, Martin [1 ]
Bucheli, Thomas D. [2 ]
Hungerbuehler, Konrad [1 ]
机构
[1] ETH, Inst Chem & Bioengn, CH-8093 Zurich, Switzerland
[2] Agroscope Inst Sustainabil Sci ISS, CH-8046 Zurich, Switzerland
关键词
TIO2 RUTILE NANOPARTICLES; ZINC-OXIDE NANOPARTICLES; DEEP-BED FILTRATION; IONIC-STRENGTH; QUARTZ SAND; TITANIUM-DIOXIDE; FULLERENE NANOPARTICLES; RETENTION BEHAVIORS; COLLOID DEPOSITION; ZNO NANOPARTICLES;
D O I
10.1021/es502044k
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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.
引用
收藏
页码:12732 / 12741
页数:10
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