Analysis of atrazine and four degradation products in the pore water of the vadose zone, central Indiana

Citation
Sy. Panshin et al., Analysis of atrazine and four degradation products in the pore water of the vadose zone, central Indiana, ENV SCI TEC, 34(11), 2000, pp. 2131-2137
Citations number
49
Categorie Soggetti
Environment/Ecology,"Environmental Engineering & Energy
Journal title
ENVIRONMENTAL SCIENCE & TECHNOLOGY
ISSN journal
0013936X → ACNP
Volume
34
Issue
11
Year of publication
2000
Pages
2131 - 2137
Database
ISI
SICI code
0013-936X(20000601)34:11<2131:AOAAFD>2.0.ZU;2-Z
Abstract
A new method is described for the analysis of atrazine and four of its degr adation products (desethylatrazine, deisopropylatrazine, didealkylatrazine, and hydroxyatrazine) in water. This method uses solid-phase extraction on a graphitized carbon black cartridge, derivatization of the eluate with N-m ethyl-N-(tert-butyldimethylsilyl)trifluoroacetamide (MTBSTFA), and analysis by gas chromatography/ mass spectrometry (GC/MS). This method was used to analyze lysimeter samples collected from a field in central Indiana in 1994 and 1995. Atrazine and its degradation products were transported rapidly t hrough the vadose zone. Maximum values of atrazine ranged from 2.61 to 8.44 mu g/L and occurred from 15 to 57 days after application. Maximum concentr ations of the degradation products occurred from 11 to 140 days after atraz ine application. The degradation products were more persistent than atrazin e in pore water. Desethylatrazine was the dominant degradation product dete cted in the first year, and didealkylatrazine was the dominant degradation product detected in the second year. Concentrations of atrazine and the deg radation products sorbed onto soil were estimated; maximum concentrations r anged from 7.3 to 24 mu g/kg for atrazine and were less than 5 mu g/kg for all degradation products. Degradation of atrazine and transport of all five compounds were simulated by the vadose zone flow model LEACHM. LEACHM was run as a Darcian-flow model and as a non-Darcian-flow model.