• Title/Summary/Keyword: wastewater reuse

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A study on mitigation of membrane fouling by ozonation/coagulation in ultrafiltration (오존산화/응집 혼성공정에 의한 UF 분리막의 막오염 저감에 관한 연구)

  • Kim, Geon-Youb;Kim, Min-Gue;Lee, Chang-Ha;Kim, Hyung-Soo;Kim, Ji-Hoon;Lee, Kyung-Il
    • Journal of Korean Society of Water and Wastewater
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    • v.31 no.2
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    • pp.161-168
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    • 2017
  • Microfiltration (MF) and Ultrafiltration (UF) membrane processes capable of producing highly purified water have been extensively applied as a pretreatment process in the wastewater reuse field with the improvement of membrane properties and resistance, development of operating protocols, and improvement of technologies of backwashing and physicochemical cleaning, and improvement of scale and antifoulants. However, despite of the development of membrane production and process technologies, fouling still remains unresolved. This study confirmed that foulants such as polysaccharides, proteins and humic substances existed in final treated effluent (secondary effluent) by fluorescence excitation emission matrix (FEEM) and fourier transform infrared spectroscopy (FTIR) analysis. In addition, when constructing ozone oxidation and coagulation processes as a hybrid process, the removal efficiency was 5.8%, 6.9%, 5.9%, and 28.2% higher than that of the single process using coagulation in turbidity, color, dissolved organic carbon (DOC), and UV254, respectively. The reversible and irreversible resistances in applying the hybrid process consisting of ozone oxidation and coagulation processes were lower than those in applying ozone oxidation and coagulation processes separately in UF membrane process. Therefore, it is considered possible to apply ozonation/coagulation as a pretreatment process for stable wastewater reuse by and then contributing to the reduction of fouling when calculating the optimal conditions for ozone oxidation and coagulation and then to applying them to membrane processes.

Water quality monitoring at irrigation districts polluted with wastewater for the wastewater reuse for agriculture (생활하수의 농업용수재이용을 위한 생활하수 오염지구 수질 모니터링)

  • Kim, Sang-Min;Park, Seung-Woo;Kang, Moon-Sung
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 2002.10a
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    • pp.401-404
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    • 2002
  • Two irrigation districts, Maekok and Byungjum 1 which are irrigated with polluted stream flow, and one control district Kichun, that is supplied from a reservoir complying with the water quality standard are selected for water quality monitoring to identify the effects of polluted irrigation on crop yields, environments, and health hazards for farmers. The water quality at Maekok and Byungjum 1 districts are worse than the control district, and continuous water quality monitoring are needed for the wastewater reuse for agriculture.

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Treatment of dyeing wastewater by membrane process

  • Kim, In-Chul;Ka, Young-Hyun;Joo Young park;Lee, Kew-Ho
    • Proceedings of the Membrane Society of Korea Conference
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    • 2003.07a
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    • pp.95-97
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    • 2003
  • The main purpose of this work is to investigate the performance of membranes for treatment of dyeing wastewater. The microfiltration (MF) membranes (titania-blended polysulfone & alumina) were prepared. The nanofiltration (NF) and reverse osmosis (RO) membranes were kindly supplied by the Sae-Han. In order to reuse the wastewater for dyeing, the effluents were treated by the high flux RO and the fouling resistant RO (FRM) membranes. Also, the NF membrane was used for water reuse in rinsing.

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Reuse of treated wastewater from steel industry by reverse osmosis membrane: flux decline study

  • Kwon, Tea-Ouk;Lee, Jae-Wook;Moon, Il-Shik
    • Proceedings of the Membrane Society of Korea Conference
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    • 2004.05a
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    • pp.199-202
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    • 2004
  • Membrane technology is widely employed as a means of producing various qualities of water from surface water, well water, brackish water and seawater. This is also used in industrial wastewater treatment and its recycling process. A large volume of wastewater is generated by the steel industry. Presently, the treated wastewater from the steel industry cannot be recycled, because some of its components cause either direct or indirect problems.(omitted)

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Application of the Hybrid Constructed Wetland for a Reuse of the Effluent from Bio-industrial Wastewater Treatment Plant (바이오산업폐수처리수의 재이용을 위한 hybrid 인공습지 시스템의 적용가능성 연구)

  • Shin, Jae-Suk;Kim, Sung-Chul;Cho, Kwang-Ju;Choi, Choong-Ho;Choi, In-Wook;Park, Jeong-Ja;Park, Goo-Hyeon
    • Journal of Wetlands Research
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    • v.11 no.1
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    • pp.115-121
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    • 2009
  • The hybrid constructed wetland(HCW) as tertiary treatment process of a bio industrial wastewater treatment plant was employed to estimate applications for the reuse of final effluent. Raw wastewater was sequently treated through chemical and biological treatment processes and the biologically treated water was flowed into the HCW. The HCW system was composed of two constructed wetlands connected in series; The one is the aerobic constructed wetland with natural air draft system whose driving force for air supply was the difference between the temperature of the air inside the wetland and the ambient air, and the other is the anaerobic/anoxic constructed wetland. Average influent concentrations of BOD, SS, T-N and T-P in the HCW were 53mg/L, 48mg/L, 34mg/L and 3mg/L, respectively. After being treated at HCW, final effluent concentrations of BOD, SS, T-N and T-P were 2.3mg/L, 1.2mg/L, 7.95mg/L and 0.83mg/L, respectively. Referring to a reuse standard for a sewage wastewater, final effluent could sufficiently be reuse as landscaping, washing or agriculture water. HCW system with the aerobic/anaerobic combined constructed wetland could be achieved a high removal efficiency because each constructed wetland was functionalized to be removed efficiently organics, nitrogen and phosphorus. HCW system could be estimated to be successful application as tertiary treatment process of a various industrial and municipal wastewater.

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Bacterial Community Shift during the Startup of a Full-Scale Oxidation Ditch Treating Sewage

  • Chen, Yajun;Ye, Lin;Zhao, Fuzheng;Xiao, Lin;Cheng, Shupei;Zhang, Xu-Xiang
    • Journal of Microbiology and Biotechnology
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    • v.27 no.1
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    • pp.141-148
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    • 2017
  • The oxidation ditch (OD) is one of the most widely used processes for treating municipal wastewater. However, the microbial communities in the OD systems have not been well characterized, and little information about the shift of bacterial community during the startup process of the OD systems is available. In this study, we investigated the bacterial community changes during the startup period (over 100 days) of a full-scale OD. The results showed that the bacterial community dramatically changed during the startup period. Similar to the activated sludge samples in other studies, Proteobacteria (accounting for 26.3%-48.4%) was the most dominant bacterial phylum in the OD system, but its relative abundance declined nearly 40% during the startup process. It was also found that Planctomycetes proliferated greatly (from 4.79% to 13.5%) and finally replaced Bacteroidetes as the second abundant phylum in the OD system. Specifically, some bacteria affiliated with genus Flavobacterium exhibited remarkable decreasing trends, whereas bacterial species belonging to the OD1 candidate division and Saprospiraceae family were found to increase during the startup process. Despite of the bacterial community shift, the organic matter, nitrogen, and phosphorus in the effluent were always in low concentrations, suggesting the functional redundancy of the bacterial community. Moreover, by comparing with the bacterial community in other municipal wastewater treatment bioreactors, some potentially novel bacterial species were found to be present in the OD system. Collectively, this study improved our understandings of the bacterial community structure and microbial ecology during the startup of a full-scale wastewater treatment bioreactor.

Rice Growth Response and Soil Quality by Domestic Wastewater Irrigation on Rice Paddy Field - Lysimeter experiment - (하수종말처리장 방류수를 논 관개용수로 처리시 벼 생육 및 토양환경 영향 조사 - 라이시미터 재배실험 -)

  • Cho, Jae-Young;Park, Seung-Woo;Son, Jae-Gwon;Park, Bong-Ju;Li, Long-Gen
    • Journal of Korean Society of Rural Planning
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    • v.12 no.2 s.31
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    • pp.49-56
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    • 2006
  • The application of domestic wastewater on rice paddies results in the accumulation of sodium(Na$^+$) to the soil. Excessive concentration of sodium may cause the deterioration of the physical characteristics of the soil, change in the osmosis of the soil, destruction of soil aggregates as well as ion toxicity due to sodium accumulation. Using domestic wastewater as irrigation water should be preceded by measures to prevent or control the soil salinization caused by sodium. Agricultural reuse of domestic wastewater were found not to cause serious problems with food safety due to heavy metals. However, pre-treatment using ultraviolet or ozone is recommended to reduce the number of bacteria and gem and for public health reasons. Using domestic wastewater has shown that reducing the standard application of chemical fertilizers by as much as 50% reduced the harvesting index by only 10%. This study has shown that it is feasible to reuse domestic wastewater on rice paddies. In order to facilitate the application, it is deemed necessary to establish wastewater treatment technologies in the future, to review criteria for recycling domestic wastewater for agricultural purposes such as conditions of soil and cropping system and to resolve conflicts with farmers and public health issues.

Evaluation of raw wastewater characteristic and effluent quality in Kashan Wastewater Treatment Plant

  • Dehghani, Rouhullah;Miranzadeh, Mohammad Bagher;Tehrani, Ashraf Mazaheri;Akbari, Hossein;Iranshahi, Leila;Zeraatkar, Abbas
    • Membrane and Water Treatment
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    • v.9 no.4
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    • pp.273-278
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    • 2018
  • Due to the lack of water in arid and semi-arid areas, reuse of wastewater can be a suitable way to compensate for water scarcity. Therefore, in this research, evaluation of the quality of wastewater of Kashan Treatment Plant to use for irrigation was studied. This descriptive cross-sectional study was conducted in 2016. pH, TSS, TDS, turbidity, COD, BOD5, Total Kjeldahl Nitrogen, Total Phosphorus, Total Coliform, fecal coliform, nematode eggs of inlet and outlet of wastewater treatment plant in Kashan were studied. Mean and standard deviation and wastewater quality parameters before and after treatment were tested with SPSS 22 (2014) software. The mean wastewater output of COD, BOD5, TSS, TDS and turbidity were respectively 86.6, 41.2, 11.11, 1095 mgL-1 and 17.5 NTU and the pH was equal to 7.22. Also, the average of Total Kjeldahl Nitrogen and phosphorus were 22.4 and 2.2 mgL-1 respectively. The mean of Total Coliform and fecal coliform were 225, 161 MPN / 100 ml respectively. In addition, no nematode eggs were found in final effluent. The results indicated that the treatment plants had a significant role in the control of microbial and organic pollution load of wastewater. Also, it is concluded that all parameters were in accordance with the standards of Iran's Department of Environment, so, it can be used for unrestricted irrigation.

Evaluation of FO membrane performance for each type of pre-treatment from WWTP secondary effluents (하수방류수의 전처리 조건별 FO막의 운전성능평가)

  • Jeong, Junwon;Kim, Jihoon;Kim, Geonyoub;Park, Junyoung;Kim, Hyungsoo;Kim, Hyungsook
    • Journal of Korean Society of Water and Wastewater
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    • v.30 no.2
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    • pp.131-137
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    • 2016
  • The development of alternative water resources has emerged as an effective method for solving drought of water resources due to extreme weather and increase in water consumption. Recently, in Korea, there has been active research on reverse osmosis desalination technology, wastewater reuse using forward osmosis membranes, and the forward osmosis(FO)-reverse osmosis(RO) hybrid process combining these two technologies. In this study, the basic performance of FO membranes manufactured by three domestic and international manufactures such as Microfilter Co., Ltd., Toray Chemical Korea Inc., and Hydration Technologies Inc., were investigated for wastewater reuse. In addition, as an experiment to select feed solution, the selected membranes were operated 48 consecutive hours using three secondary effluents pretreated by the UF membrane with a pore size of $0.1{\mu}m$ and auto strainer with pore sizes of $1{\mu}m$ and $100{\mu}m$ as feed solution. Although there was not much difference in the operating performance. Thus, the treated water using the $100{\mu}m$ auto strainer was selected as feed solution applied to the assessment.