Mass Flow of Polycyclic Musks in Two Wastewater Treatment Plants

被引:0
|
作者
J. L. Reiner
J. D. Berset
K. Kannan
机构
[1] State University of New York at Albany,Wadsworth Center, New York State Department of Health and Department of Environmental Health Sciences, School of Public Health
[2] Water and Soil Protection Laboratory GBL,undefined
来源
Archives of Environmental Contamination and Toxicology | 2007年 / 52卷
关键词
Sludge; Activate Sludge; Sludge Sample; Wastewater Sample; Primary Sludge;
D O I
暂无
中图分类号
学科分类号
摘要
Synthetic musks are found in varying amounts in many consumer products. After use, synthetic musks go down the drain into the sewer system and then reach wastewater treatment plants (WWTPs). In this study, mass flows of two synthetic polycyclic musks, 1,3,4,6,7,8-hexahydro-4,6,6,7,8,8-hexamethylcyclopenta[γ]-2-benzopyran (HHCB) and 7-acetyl-1,1,3,4,4,6-hexamethyl-1,2,3,4-tetrahydronaphthalene (AHTN), along with HHCB-lactone (the oxidation product of HHCB) were examined in two WWTPs. Wastewater and sludge samples were collected at various stages of the treatment process for analysis. HHCB, AHTN, and HHCB-lactone were found in all wastewater samples at concentrations in the ranges of 1780 to 12700, 304 to 2590, and 146 to 4000 ng/L, respectively. The highest concentrations for all compounds were found in sludge samples. Sludge samples contained HHCB at 7.23 to 108 mg/kg dry weight, AHTN at 0.809 to 16.8 mg/kg dry weight, and HHCB-lactone at 3.16 to 22.0 mg/kg dry weight. This is the first study to report HHCB-lactone in wastewater and HHCB, HHCB-lactone, and AHTN in sludge in WWTPs from the United States. HHCB and AHTN concentrations decreased during treatment. However, the concentrations of HHCB-lactone increased in water after treatment. Based on the daily flow rates and mean concentrations of the three compounds in effluent, a WWTP representative of those studied here is expected to release 288 g HHCB, 60.4 g AHTN, and 158 g HHCB-lactone/100,000 people/d. Partitioning HHCB, AHTN, and HHCB-lactone to sludge is the major removal mechanism for polycyclic musks in WWTPs.
引用
收藏
页码:451 / 457
页数:6
相关论文
共 50 条
  • [31] FLOW-MEASURING FLUME FOR WASTEWATER TREATMENT PLANTS
    WALKER, WR
    SKOGERBOE, GV
    BENNETT, RS
    JOURNAL WATER POLLUTION CONTROL FEDERATION, 1973, 45 (03): : 542 - 551
  • [32] Efficacy of Two Wastewater Treatment Plants in Removing Genotoxins
    B. Jolibois
    M. Guerbet
    Archives of Environmental Contamination and Toxicology, 2005, 48 : 289 - 295
  • [33] Efficacy of two wastewater treatment plants in removing genotoxins
    Jolibois, B
    Guerbet, M
    ARCHIVES OF ENVIRONMENTAL CONTAMINATION AND TOXICOLOGY, 2005, 48 (03) : 289 - 295
  • [34] FUNGAL CONTAMINATION IN TWO PORTUGUESE WASTEWATER TREATMENT PLANTS
    Viegas, C.
    Faria, T.
    Quintal Gomes, A.
    Sabino, R.
    Seco, A.
    Viegas, S.
    JOURNAL OF TOXICOLOGY AND ENVIRONMENTAL HEALTH-PART A-CURRENT ISSUES, 2014, 77 (1-3): : 90 - 102
  • [35] Mass loading and fate of perfluoroalkyl surfactants in wastewater treatment plants
    Sinclair, E
    Kannan, K
    ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2006, 40 (05) : 1408 - 1414
  • [36] Quantitative analysis of polycyclic aromatic hydrocarbons in sewage sludge from wastewater treatment plants
    Pérez, S
    Guillamón, M
    Barceló, D
    JOURNAL OF CHROMATOGRAPHY A, 2001, 938 (1-2) : 57 - 65
  • [37] A review of polycyclic aromatic hydrocarbons and their substitutions in full-scale wastewater treatment plants
    Syafiuddin, Achmad
    Boopathy, Raj
    ENVIRONMENTAL QUALITY MANAGEMENT, 2021, 31 (01) : 21 - 37
  • [38] POLYCYCLIC AROMATIC HYDROCARBON (PAH) LEVELS IN SLUDGES FROM WASTEWATER TREATMENT PLANTS IN BURSA
    Salihoglu, N. Kamil
    Salihoglu, Guray
    Tasdemir, Yucel
    SIGMA JOURNAL OF ENGINEERING AND NATURAL SCIENCES-SIGMA MUHENDISLIK VE FEN BILIMLERI DERGISI, 2011, 3 (01): : 82 - 89
  • [39] Occurrence and removal efficiency of six polycyclic aromatic hydrocarbons in different wastewater treatment plants
    Wu, Manli
    Wang, Lili
    Xu, Huining
    Ding, Yi
    WATER SCIENCE AND TECHNOLOGY, 2013, 68 (08) : 1844 - 1851
  • [40] Wastewater flow management to maximise the capacity of sewage treatment plants
    Muller, JR
    Krauth, K
    WATER SCIENCE AND TECHNOLOGY, 1998, 37 (09) : 49 - 56