Analysis of petroleum contaminated soils by spectral modeling and pure response profile recovery of n-hexane

被引:32
作者
Chakraborty, Somsubhra [1 ]
Weindorf, David C. [2 ]
Li, Bin [3 ]
Ali, Md. Nasim [1 ]
Majumdar, K. [4 ]
Ray, D. P. [5 ]
机构
[1] Ramakrishna Miss Vivekananda Univ, Kolkata 700103, India
[2] Texas Tech Univ, Dept Plant & Soil Sci, Lubbock, TX 79409 USA
[3] Louisiana State Univ, Dept Expt Stat, Baton Rouge, LA 70803 USA
[4] Soil Testing Lab, Kalimpong 734301, India
[5] Natl Inst Res Jute & Allied Fibre Technol, Kolkata 700040, India
关键词
n-hexane; Penalized spline; Petroleum; Random forest; Standard normal variate; Visible near infrared diffuse reflectance; spectroscopy; DIFFUSE-REFLECTANCE SPECTROSCOPY; MULTIVARIATE CURVE RESOLUTION; NEAR-INFRARED SPECTROSCOPY; QUANTITATIVE-ANALYSIS; MOISTURE; VARIABILITY; EXTRACTION; COMPONENTS; CARBON; WATER;
D O I
10.1016/j.envpol.2014.03.005
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This pilot study compared penalized spline regression (PSR) and random forest (RF) regression using visible and near-infrared diffuse reflectance spectroscopy (VisNIR DRS) derived spectra of 164 petroleum contaminated soils after two different spectral pretreatments [first derivative (FD) and standard normal variate (SNV) followed by detrending] for rapid quantification of soil petroleum contamination. Additionally, a new analytical approach was proposed for the recovery of the pure spectral and concentration profiles of n-hexane present in the unresolved mixture of petroleum contaminated soils using multivariate curve resolution alternating least squares (MCR-ALS). The PSR model using FD spectra (r(2) = 0.87, RMSE = 0.580 log(10) mg kg(-1), and residual prediction deviation = 2.78) outperformed all other models tested. Quantitative results obtained by MCR-ALS for n-hexane in presence of interferences (r(2) = 0.65 and RMSE 0.261 log(10) mg kg(-1)) were comparable to those obtained using FD (PSR) model. Furthermore, MCR ALS was able to recover pure spectra of n-hexane. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:10 / 18
页数:9
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