• 제목/요약/키워드: Water and sewage

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하수기반역학을 적용한 공공하수처리시설 역할 재정립 (A Study on the Role of Public Sewage Treatment Facilities using Wastewater-based Epidemiology)

  • 박윤경;윤상린;윤영한;김이호;;;김일호
    • 한국물환경학회지
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    • 제39권3호
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    • pp.231-239
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    • 2023
  • Public sewage treatment facilities are a necessary infrastructure for public health that treat sewage generated in cities and basin living areas and discharge it into rivers or seas. Recently, the role of public sewage treatment is receiving attention as a place of use of wastewater-based epidemiology (WBE), which analyzes human specific metabolic emissions or biomarkers present in sewage to investigate the environment to which the population is exposed in the water drain. WBE is mainly applied to investigate legal and water-law drug use or to predict and analyze the lifestyle of local residents. WBE has also been applied to predict and analyze the degree of infectious diseases that are prevalent worldwide, such as COVID-19. Since sewage flowing into public sewage treatment facilities includes living information of the population living in the drainage area, it is easy to collect basic data to predict the confirmation and spread of infectious diseases. Therefore, it is necessary to establish a new role of public sewage treatment facilities as an infrastructure necessary for WBE that can obtain information on the confirmation and spread of infectious diseases other than the traditional role of public sewage treatment. In South Korea, the sewerage supply rate is about 95.5% and the number of public sewage treatment facility is 4,209. This means that the infrastructure of sewerage is fully established. However, to successfully drive for WBE , research on monitoring and big-data analysis is needed.

자연친화형 농어촌 하수처리장 모델개발 (Development of an Environmentally Friendly Sewage Disposal Model for Agricultural and Fishing Village Areas)

  • 정동양
    • 한국환경복원기술학회지
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    • 제2권1호
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    • pp.10-19
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    • 1999
  • In 1991, the ministry of Gov't. Administration and Home Affairs set up a minimum of one sewage disposal plant in each province. By 1995, 264 models of the capillary infiltration method were set up in 331(78%) villages and the contact oxidation method was set up in 52 places. Since the Gov't. sent a letter to each responsible officer across the country stating their disapproval of the capillary infiltration method, the environmentally friendly sewage disposal system has not been diffused. The current model(mechanical sewage disposal) being used, in agricultural and fishing villages, costs too much for maintenance and operation(\50,000 per capita per year). In particular, because of the difference in sewage characteristics of agricultural and fishing villages from urban sewage, the efficiency of the disposal system is very low. Also, because of the growing need for more disposal plants, the Gov't. is looking for cheaper alternatives. This study has analyzed 2 kinds of sewage disposal. The first is used widely in agricultural and fishing villages in Germany. The second is used widely in similar areas of Korea. It has intended to analyze the characteristics, merits and defects of the sewage disposal water plants and pebbles model which is used widely in Germany and developed compatibly for Korea.

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Bacterial load and drug resistance in sewage from industrially polluted regions of South Gujarat region

  • Aneree Desai;Srivathsa Nallanchakravarthula
    • Advances in environmental research
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    • 제12권1호
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    • pp.1-15
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    • 2023
  • Wastewater of anthropogenic origin is known to harbor various bacteria that are known to be of potential risk to human health and environment. It is of utmost importance to monitor such water sources. Coliforms present in the sewage water samples of municipal sewage treatment plants located at three different places in the South Gujarat region (Surat, Navsari and Vapi) of India were analyzed for their coliforms load as well as tested for their drug resistance. Using cultivation-based techniques microbial load and drug resistance (Amoxicillin, Tetracycline, Ciprofloxacin, Erythromycin, Trimethoprim and Sulphamethoxazole) were analyzed. Water treatment statistically significantly decreased the bacterial load in Vapi and Navsari samples. The optical density of with and without antibiotics of all the three locations was shown to increase significantly after 72 hours. Of all the isolates tested, except isolate 'VA5' (resisted up to 90 ㎍ of Ampicillin) all other isolates resisted 256 ㎍ concentration of antibiotics tested. This study indicates that the sewage water is being contaminated with drugs and/or antibiotics due to industrial and/or anthropogenic activities. Regular monitoring of the water quality is required followed by implementation of environmental laws for reducing the pollutants, that are of human health and environment concern.

경기도 반월지역에서의 농업용수 수질에 따른 수도포장내 절지동물군집 (Arthropod Community in the Rice Fields with Different Irrigating Water Quality in Banwol, Kyonggi-do)

  • 박홍현;이준호;배윤환
    • The Korean Journal of Ecology
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    • 제20권5호
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    • pp.375-384
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    • 1997
  • The effects of three different irrigating water qualities(clean water, life sewage and animal sewage) on the pattern of arthropod communities in the rice fields were investigated at Banwol, Kyonggi-do, mid-western part of Korea from 1994 to 1996. The total density of arthropod was highest in the rice field which was irrigated with clean water(clean water field), and the arthropod community was mainly composed of aphids and collembolans. Each functional group was found in the order of 'pests>non-pests>natural enemies' in its density. The dominant taxa in the pest group were aphids, planthoppers(Delphacidae), leafhoppers(Cicadelidae) and rice water weevil(L. oryzophilus). In the non-pest group collembolans, non-biting midges and dipterans were main arthropods, and in the natural enemy group Araneae was the dominant taxon. In the early growth stage of rice plant the dominant functional group was pests, and in the mid growth stage both the pest and the natural enemy group became dominant. But in the late growth stage none of the functional group was dominant over the other functional groups. The densities of spiders were much more higher in the clean water field than in the other fields. And through all the growth stages of rice plants the density of spiders in clean water field kept increase in contrast to the others. The species composition of spiders in the life sewage field was similar to that in the animal sewage field, but in the clean water field it was different from the other two fields.

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100RT급 하수열원 냉난방시스템 적용 (Application for Heating and Cooling System Using Sewage Water)

  • 장기창;윤형기;박성룡;백영진;나호상;신광호
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2006년도 하계학술발표대회 논문집
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    • pp.215-220
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    • 2006
  • Along with socioeconomic development and improving standard of living, the heat demand for heating and cooling in residential and commercial sectors is expected to expand rapidly, reaching over 43 million TOE by 2010 in Korea(about 80% increase compared with that in 1995). Since most of this heat demand is loop temperature below $60^{\circ}C$, the utilization of 'unused energy' is surely one of very effective measures to both environmental preservation and energy conservation. 'Unused energy' in this paper is implicated as 'temperature differential energy' available from treated sewage water, useful and abundant heat source for heat pump(cooler in summer and warmer in winter than outside air). An analysis was carried out to estimate the energy potential of treated sewage water for heat pump heat source. Some analysis were taken to study the characteristics of a heat pump system using the treated sewage water as heat source.

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오존을 이용한 오 .폐수처리에 관한 연구 (A Study on the Ozonation of Organic Materials in Sewage and Waste Water)

  • 황상용;이규성;김병석
    • 환경위생공학
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    • 제6권1호
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    • pp.103-108
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    • 1991
  • Visibility studies are conducted in oxidizing organic compounds with ozone to investigate the oxidation in the waste and sewage water. While the ozone has been used as one of the major oxidation of the waste and sewage water, it is not effective to distroy the polluted organic compounds with the practical concentration in waste water treatment. The result are shown follows ; 1. Upon oxidizing organic compound with ozone, the former is much oxidized under three meters and the latter under the ABS waste water. 2. In case of being oxidized organics waste water with ozone codis, much removed under medicine and chemical waste water than anothers of primary treatment process. 3. The final treated waste water of oxidizing organics is higher than that of filtered water or sedimented water. Specially in organics waste water the colority after oxidizing decrease from 95% to 99.9% this suggests that any organic compounds produced during ozonation night be dissdved in the final treated waste water.

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우리나라 하수도시설의 첨두부하율 영향요소 분석 (Analysis of Factors Affecting Peak Loading Coefficient of Sewer Works in Korea)

  • 현인환;이영호
    • 상하수도학회지
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    • 제25권6호
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    • pp.877-884
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    • 2011
  • Although peak loading coefficient is one of critical design factors for sewer works, its detailed affecting factors were not analyzed because of limited data availability. This study analyzed the affecting factors on peak loading coefficient with plenty data obtained from several newly constructed sewer works. Simple and multiple regression analysis methods were adopted to analyze the relationships of each variable with or without data filtering. Drainage population, drainage area, population density, and daily sewage flow per person showed very weak relationships under diverse characteristics of cities. However, daily sewage flow per person showed stronger relationships with peak loading when daily sewage flow per person was splitted into two ranges. Population density (i.e., drainage population divided by drainage area) and daily sewage flow per person considerably were related with peak loading coefficient when daily sewage flow per person is less than about 400 Lpcd.

북한 상하수도 인프라 재구축: 현황과 전망 (Reconstruction of North Korean Water Infrastructure: Present Status and Future Challenge)

  • 윤주환
    • 한국물환경학회지
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    • 제24권6호
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    • pp.641-650
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    • 2008
  • This paper reviews the infrastructure of the water supply and sewerage system in North Korea. North Korean has similar legal protection to preserve water environment that can be seen in Republic of Korea, but North Korean regulations seemed lack of detailed measures. The critical pollution problems of rivers and lakes in the northern part of peninsula is mainly due to the lack of sewage collection system and poor treatment works. It has been estimated that less than 20% of sewers are connected to the wastewater treatment plants. Although the availability of water resources seemed sufficient, North Koreans suffer the lack of the drinking water supply which needs an urgent attention. Based on the analysis, it has been suggested that the reconstruction of North Korean water and sewage infrastructure needs at least 17.5 trillion Korean Won.

해안방류된 하수처리수가 해양환경에 미치는 영향 (Effects of Coastal Environment by Discharge from the Sewage Treatment Plant)

  • 신범식;김규한
    • 대한토목학회논문집
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    • 제40권1호
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    • pp.127-133
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    • 2020
  • 해안에 위치한 대부분의 하수 처리장의 처리수는 직접 또는 하천을 통해 해안으로 배출된다. 따라서, 하수 처리장에서 배출되는 처리수의 수질은 하천 및 해안으로 방류되는 수질에 영향을 미친다. 본 연구에서는 연안에 인접한 하수처리장으로부터 배출되는 처리수가 연안 환경에 미치는 영향을 파악하기 위해 현장조사와 수치 시뮬레이션을 수행하였다. 해안에 미치는 영향을 파악하기 위해 처리수가 방류된 하천 및 하구 주변에서 채수된 시료로 수질과 저질을 분석한 결과, 하수처리장에서 배출된 처리수는 설계기준을 초과하지 않은 상태로 하천으로 방류되고 있으나, 하구를 통해 해안으로 방류되는 수질은 처리수보다 오염된 상태였다. 해안방류수의 수질악화에 대한 원인은 하구 주변에서 나타난 연안표사에 의해 하구가 일시적으로 퇴적되고, 하구폐색 현상이 발생하여, 하구에서의 정체시간이 증가함에 따라 처리수가 유입된 하천수가 하계에 부영양화되어 방류됨에 따라, 하구 주변에서 저질, 수질 및 해양 생물에 영향을 미치는 것으로 분석되었다. 따라서, 연안표사가 강한 동해안의 경우, 해양으로 방류되는 하수처리시설을 계획할 경우, 연안표사에 의한 하구폐색과 같은 처리수의 수질에 미치는 영향에 대한 면밀한 검토가 반드시 필요할 것으로 판단된다.

비선형계획법을 이용한 수도권 하수처리장의 최적운영에 관한 연구 (A Study of Optimal Operation of Sewage Treatment Plants Using NLP)

  • 김중훈;윤용남
    • 물과 미래
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    • 제29권4호
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    • pp.131-138
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    • 1996
  • 본 연구에서는 설계기준 및 수질기준에 합당한 제약조건을 고려하여 하수처리장의 최소비용 운영을 위해 비선형계획법을 적용하였으며, 수질변화는 QUAL2E 모형을 이용하여 모델링을 하였다. 한강수계에 위치한 4개의 수도권 하수처리장에 적용한 결과, BOD 수질기준에 따른 하수처리장의 적절한 운영율을 계산할 수 있었으며, 각 하수처리장에서 유입유량에 따라 하수를 처리하는 것보다 한강의 정해진 수질조건을 유지하는 한도내에서 적정하수량을 처리하는 것이 경제적임을 알 수 있었다. 또한, 이 모델을 이용하여 주어진 하수처리장 운영하에서의 한강수질도 예측가능하다.

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