| Literature DB >> 25279815 |
Anna Jakimska1, Magdalena Śliwka-Kaszyńska2, Piotr Nagórski1, Jacek Namieśnik1, Agata Kot-Wasik1.
Abstract
Nowadays, monitoring focuses on the primary compounds and does not include degradation products formed during various biological and chemical processes. Transformation products may have the same effects to human health and the environment or sometimes they can be more toxic than the parent compound. Unfortunately, knowledge about the formation of degradation products is still limited, however, can be very important for the environmental risk assessment. Firstly, the photodegradation kinetic of amlodipine was investigated in two experimental conditions: during the exposure to solar radiation and during the exposure to the light emitted by the xenon lamp. In all cases degradation of amlodipine followed a pseudo-first-order kinetics. In the next step, identification of transformation products of amlodipine formed during the exposure to xenon lamp irradiation was performed using ultra high performance liquid chromatography quadrupole time-of-flight mass spectrometry (UHPLC-QTOF-MS). As a result sixteen photoproducts were identified, their structures were elucidated and ultimately the transformation pathway was proposed. Fifteen compounds (out of 16 photoproducts) were newly identified and reported here for the first time; some of those compounds were formed from the first photoproduct, amlodipine pyridine derivative. Several analytes were formed only in acidic or basic conditions. Furthermore, the occurrence of amlodipine and its identified degradation products was investigated in environmental waters. Only one out of 16 compounds was found in wastewater effluent. The possibility of the sorption of examined analytes to sewage sludge particles was discussed based on QSAR.Entities:
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Year: 2014 PMID: 25279815 PMCID: PMC4184881 DOI: 10.1371/journal.pone.0109206
Source DB: PubMed Journal: PLoS One ISSN: 1932-6203 Impact factor: 3.240
Photodegradation rate constants (k) and half-lives (t1/2) of AML in various matrices exposed to solar or xenon lamp irradiation.
| Matrix | Solar irradiation | |
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| Wastewater influent | 1.87 | 0.4 |
| Wastewater effluent | 2.92 | 0.2 |
| River water | 2.66 | 0.3 |
| Untreated water | 1.79 | 0.4 |
| Treated water | 0.87 | 0.8 |
| Methanol | 0.55 | 1.3 |
| Ultrapure water pH 3 | 0.32 | 2.2 |
| Ultrapure water pH 10 | 0.96 | 0.7 |
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| River water | 0.08 | 8.8 |
Figure 1Kinetic curves for AML obtained for various conditions: exposure to xenon lamp irradiation (a) and exposure to natural sunlight including eight different matrices (b).
Figure 2Degradation products of amlodipine identified during the irradiation of river water samples by xenon lamp light.
Figure 3MS/MS spectrum of AML 1 with proposed structures of each fragment ion.
Figure 4MS/MS spectrum of AML 2 with proposed structures of each fragment ion.
Figure 5Proposed photodegradation pathway of amlodipine.
Various physical-chemical properties of AML and its photodegradation products, and their estimated removal with sewage sludge based on QSAR (EPI Suite).
| Compound | log Kow (estimated) | log Koc
| Removal by sludge (STP model), % |
| AML | 2.07 | 2.30 | 5.57 |
| AML 1 | 2.72 | 2.36 | 3.8 |
| AML 2 | 1.60 | 1.91 | 1.91 |
| AML 3 | 1.94 | 1.93 | 2.10 |
| AML 4 | 0.42 | 1.09 | 1.77 |
| AML 5 | 4.47 | 3.44 | 53.93 |
| AML 6 | 2.36 | 1.86 | 2.65 |
| AML 7 | 1.55 | 2.00 | 1.89 |
| AML 8 | −0.07 | 0.82 | 1.76 |
| AML 9 | 2.16 | 2.17 | 2.32 |
| AML 10 | 1.62 | 1.87 | 1.92 |
| AML 11 | −1.13 | −0.47 | 1.76 |
| AML 12 | −0.41 | −0.29 | 1.76 |
| AML 13 | 1.18 | 0.81 | 1.82 |
| AML 14 | 2.61 | 2.14 | 3.35 |
| AML 15 | 3.53 | 2.29 | 13.55 |
| AML 16 | 3.24 | 1.43 | 8.19 |
Octanol-water partition coefficient (criteria: log Kow <1 highly soluble in water (hydrophilic);>4 not very soluble in water (hydrophobic)).
Soil organic carbon-water partitioning coefficient (criteria: log Koc <1.5 negligible sorption to sludge, rapid migration to ground water; 1.5–2.4 low sorption to sludge, moderate migration to ground water; 2.5–3.4 moderate sorption to sludge, slow migration to ground water; 3.5–4.4 strong sorption to sludge, negligible to slow migration to ground water).