| Literature DB >> 29470394 |
Shuai Zhao1,2, Pu Liu3,4, Yongyan Niu5, Zhengjun Chen6, Aman Khan7,8, Pengyun Zhang9, Xiangkai Li10,11.
Abstract
Hexavalent chromium (Cr(VI)) is a well-known toxic heavy metal in industrial wastewater, but in situ and real time monitoring cannot be achieved by current methods used during industrial wastewater treatment processes. In this study, a Sediment Microbial Fuel Cell (SMFC) was used as a biosensor for in situ real-time monitoring of Cr(VI), which was the organic substrate is oxidized in the anode and Cr(VI) is reduced at the cathode simultaneously. The pH 6.4 and temperature 25 °C were optimal conditions for the operation. Under the optimal conditions, linearity (R² = 0.9935) of the generated voltage was observed in the Cr(VI) concentration range from 0.2 to 0.7 mg/L. The system showed high specificity for Cr(VI), as other co-existing ions such as Cu2+, Zn2+, and Pb2+ did not interfere with Cr(VI) detection. In addition, when the sediment MFC-based biosensor was applied for measuring Cr(VI) in actual wastewater samples, a low deviation (<8%) was obtained, which indicated its potential as a reliable biosensor device. MiSeq sequencing results showed that electrochemically active bacteria (Geobacter and Pseudomonas) were enriched at least two-fold on the biofilm of the anode in the biosensor as compared to the SMFC without Cr(VI). Cyclic voltammetry curves indicated that a pair of oxidation/reduction peaks appeared at -111 mV and 581 mV, respectively. These results demonstrated that the proposed sediment microbial fuel cell-based biosensor can be applied as an early warning device for real time in situ detection of Cr(VI) in industrial wastewaters.Entities:
Keywords: biosensor; hexavalent chromium; in situ; real time; sediment microbial fuel cell
Year: 2018 PMID: 29470394 PMCID: PMC5855485 DOI: 10.3390/s18020642
Source DB: PubMed Journal: Sensors (Basel) ISSN: 1424-8220 Impact factor: 3.576
Figure 1Biosensor design and operation flowchart. (a) Schematic diagram of the sediment microbial fuel cell (SMFC)-based biosensor in 3D. (b) The operation interface of biosensor. (c) The real-time monitoring interface.
Figure 2Optimization of the operating parameters. Effects of different temperatures (a) (pH 6.4, external resistance 1000 Ω) and pH (b) (temperature 25 °C, external resistance 1000 Ω) on voltage generation. Different colored column represent different pH and temperature, respectively. Error bars represent the standard deviation of triplicate tests.
Figure 3Voltage generation with an external resistance of 1000 Ω in the presence and absence of 0.5 mg/L hexavalent chromium (Cr(VI)) (a). (b) Polarization and power density curves of SMFC and SMFC with 0.5 mg/L Cr(VI). The current and power density was normalized to the surface area of the carbon fiber.
Figure 4Total organic carbon removal rate of organic substrates in the anode under the optimal operation conditions with different operation (Raw sediment, SMFC and SMFC with 0.5 mg/L Cr(VI)) (a). (b) Residual concentrations of Cr(VI) in the wastewater of the cathode over five cycles.
Figure 5Calibration of the biosensor under the conditions at pH 6.4, temperature of 25 °C and external resistance of 98.2 Ω. (a) The maximum voltage at different concentrations of Cr(VI). (b) The correlations between the Cr(VI) concentrations and the maximum voltages. (c) Voltage generation in the SMFC with the Cr(VI) concentration of 0.5 mg/L over a period of five operational cycles. Arrows indicate the replacement of the catholyte solution with a solution containing 0.5 mg/L Cr(VI). (d) Interference experiment design at pH 6.4 and 25 °C with an external resistance of 98.2 Ω. Maximum voltage generation of the SMFC in the presence of various other factors (0.5 mg/L) in the cathode. The standard deviation was representing as error bars.
Application of biosensor and colorimetric method for Cr(VI) measurement in synthesized wastewater and real wastewater.
| Synthesized Wastewater | Real Wastewater | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| Standard Cr(VI) Concentration (mg/L) | |||||||||
| 0.25 | 0.35 | 0.45 | 0.55 | 0.65 | 0.70 | a | b | c | |
| Colorimetric method | 0.24 ± 0.78 | 0.35 ± 1.02 | 0.46 ± 2.04 | 0.55 ± 0.68 | 0.64 ± 1.33 | 0.71 ± 2.34 | 0.46 ± 3.54 | 5.26 ± 4.32 | 24.63 ± 1.62 |
| SMFC-Biosensor | 0.25 ± 1.24 | 0.34 ± 2.23 | 0.47 ± 1.98 | 0.54 ± 0.86 | 0.67 ± 2.01 | 0.69 ± 1.08 | 0.48 ± 2.42 | 4.89 ± 2.07 | 26.18 ± 3.42 |
| D-value (C) | 0.01 | - | 0.01 | - | 0.01 | 0.01 | - | - | - |
| D-value (S) | 0.01 | 0.01 | 0.02 | 0.01 | 0.02 | 0.01 | - | - | - |
| Deviation (%) | 4.17 | 2.86 | 2.17 | 1.82 | 4.69 | 2.82 | 4.35 | 7.03 | 6.29 |
D-value (C): Deviation value of Colorimetric method; D-value (S): Deviation value of SMFC-based biosensor; Both of D-value (C) and D-value (S) were absolute value; Deviation (%): The detect value using biosensor compared to colorimetric method. a, b, c: name of three actual wastewater samples.
Figure 6Scanning electron microscope images of carbon felt electrodes showing the surface of the anode electrodes before (a) and after (b) treating actual wastewater. Cyclic voltammetry (CV) curves for SMFC of control and SMFC with Cr(VI) (c). Scanning rate was 0.025 V s−1.
Figure 7Relative abundance of microbial communities structure of biofilms from the Sediment MFC and Sediment MFC with Cr(VI) at the phylum level (a) and genus level (b).