2024
DOI: 10.1016/j.chemosphere.2024.141822
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Occurrence of organophosphorus flame retardants in Xiangjiang River: Spatiotemporal variations, potential affecting factors, and source apportionment

Yang Liu,
Leilei Chen,
Haipu Li
et al.
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Cited by 2 publications
(3 citation statements)
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“…M loss-AT = M se,effluent − M effluent (5) where C dissolved (ng/L), C adsorbed (ng/g, dw), and C sludge (ng/g, dw) are the concentrations of OPFRs in the aqueous phase, SPM, and residual sludge, respectively; Q (m 3 /d) is the daily water follow of the plant; P s (kg/d, dw) is the average daily sludge output of the plant; M influent , M se,effluent , M effluent, and M sludge (g/d) represented the mass loads of OPFRs in influent, secondary treatment effluent, tertiary treatment effluent, and residual sludge, respectively; among them, the influent, secondary treatment effluent, and tertiary treatment effluent load contain both OPFRs dissolved in water and adsorbed on suspended particles; M loss (g/d) is the mass load loss of OPFRs during the wastewater treatment process, which can be considered as the loss caused by biodegradation and/or adsorption, including the M loss-TT (the loss occurred in the traditional treatment process) and the loss M loss-AT (the loss occurred in the advanced treatment process stage). The total removal efficiency of OPFRs (R M ) could be calculated as follows:…”
Section: Discussionmentioning
confidence: 99%
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“…M loss-AT = M se,effluent − M effluent (5) where C dissolved (ng/L), C adsorbed (ng/g, dw), and C sludge (ng/g, dw) are the concentrations of OPFRs in the aqueous phase, SPM, and residual sludge, respectively; Q (m 3 /d) is the daily water follow of the plant; P s (kg/d, dw) is the average daily sludge output of the plant; M influent , M se,effluent , M effluent, and M sludge (g/d) represented the mass loads of OPFRs in influent, secondary treatment effluent, tertiary treatment effluent, and residual sludge, respectively; among them, the influent, secondary treatment effluent, and tertiary treatment effluent load contain both OPFRs dissolved in water and adsorbed on suspended particles; M loss (g/d) is the mass load loss of OPFRs during the wastewater treatment process, which can be considered as the loss caused by biodegradation and/or adsorption, including the M loss-TT (the loss occurred in the traditional treatment process) and the loss M loss-AT (the loss occurred in the advanced treatment process stage). The total removal efficiency of OPFRs (R M ) could be calculated as follows:…”
Section: Discussionmentioning
confidence: 99%
“…The wastewater samples were filtered using glass fiber filters (GF/F, Whatman, Kent, UK), which were pre-treated in a muffle furnace at 450 • C for 4 h. The solid interceptions were collected as suspended particulate matter (SPM) samples and also used to further calculate the TSS. The preparation of filtered water samples was conducted according to our previous study [5] with some modifications. Briefly, the water samples with surrogate standards (TNBP-d27 and TPHP-d15) were passed through the HLB cartridges (6 mL, 200 mg, ANPEL, Shanghai, China) and the target compounds were extracted using acetonitrile from the loaded HLB cartridges.…”
Section: Sample Preparationmentioning
confidence: 99%
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