Greywater characterization and loadings - Physicochemical treatment to promote onsite reuse

被引:126
作者
Noutsopoulos, C. [1 ]
Andreadakis, A. [1 ]
Kouris, N. [1 ]
Charchousi, D. [1 ]
Mendrinou, P. [1 ]
Galani, A. [1 ]
Mantziaras, I. [1 ]
Koumaki, E. [1 ]
机构
[1] Natl Tech Univ Athens, Sch Civil Engn, Dept Water Resources, Sanit Engn Lab, Iroon Polytechniou 9, Athens 15780, Greece
关键词
Greywater; Emerging contaminants; Physicochemical treatment; Coagulation; Sand filtration; Activated carbon; HAZARDOUS SUBSTANCES; SWEDISH HOUSEHOLDS; WATER-TREATMENT; SYSTEMS; IMPACT;
D O I
10.1016/j.jenvman.2017.05.094
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Greywater is the wastewater produced in bathtubs, showers, hand basins, kitchen sinks, dishwashers and laundry machines. Segregation of greywater and blackwater and on site greywater treatment in order to promote its reuse for toilet flushing and/or garden irrigation is an interesting option especially in water deficient areas. The objective of this study was to characterize the different greywater sources in Greek households and to evaluate the performance of alternative physicochemical treatment systems to treat several types of greywater. Based on the results average daily greywater production was equal to 98 L per person per day and accounts for approximately 70-75% of the total household wastewater production (135 L per person per day). Among the different sources, laundry and kitchen sink are the main contributors to the total greywater load of organic carbon, suspended solids and surfactants, whereas dishwasher and bathroom greywater are the main sources of phosphorus and endocrine disrupting chemicals respectively. Depending on sources, greywater accounts for as low as 15% of the total wastewater load of organic carbon (in the case of light greywater sources), to as high as 74% of the total load organic load (in the case of the heavy greywater sources). On the other hand, the nutrients load of greywater is limited. The application of a physical treatment system consisting of coagulation, sedimentation, sand filtration, granular activated carbon filtration and disinfection can provide for a final effluent with high quality characteristics for onsite reuse, especially when treating light greywater. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:337 / 346
页数:10
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