• 제목/요약/키워드: Tank and tap water

검색결과 30건 처리시간 0.03초

전기비저항에 의한 지중저장 이산화탄소 거동관측 모의실험 (Electrical resistivity monitoring of a scale model experiment for geological $CO_2$ sequestration)

  • 박미경;장한누리;김희준;왕수균;이민희
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2007년도 공동학술대회 논문집
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    • pp.173-178
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    • 2007
  • Time-lapse electrical resistivity measurements have been made in a scale model experiment for geological $CO_2$ sequestration in aquifer. Three types of $CO_2$ injection are tested in a water tank filled with glass beads. These are $CO_2$ dissolved into filtered tap water, $CO_2$ gas, and mineral oil. The mineral oil is a substitute for liquid phase of supercritical $CO_2$. For reconstructing three-dimensional resistivity images, we measure potential differences at 32 potential dipoles on the top surface of the tank due to two current dipoles on the front and back sides. The resultant resistivity images clearly show the movement of injected $CO_2$ in aquifer.

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가정용 가습기의 사용자 습관에 따른 실내공기 중 바이오에어로졸의 발생특성 (Characteristics of Bioaerosol Generation of Household Humidifiers by User Practices)

  • 김익현;김기연;김대근
    • 한국환경보건학회지
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    • 제38권6호
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    • pp.503-509
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    • 2012
  • Objectives: This study was performed in order to evaluate the generation characteristics of airborne bacteria and fungi while operating a household humidifier, in consideration of user habits. Methods: Microbial samples were collected in a closed chamber with a total volume of 2.76 $m^3$, in which a humidifier was operated according to experimental strategies. A cultivation method based on the viable counts of mesophilic heterotrophic bacteria and fungi was performed. Experimental strategies were divided into three classes: the type of water in the water reservoir (tap water, cooled boiled water); the frequency of filling the reservoir (refill every day, no refill); and the sterilization method (sterilization function mode, humidifier disinfectants). Results: Significant increases in the concentration of airborne bacteria were observed while the humidifier was in operation. The concentration had increased to 2,407 $CFU/m^3$ by 120 hours when tap water filled the reservoir without any application of sterilization, while for cooled boiled water, it was merely 393 $CFU/m^3$ at a similar time point. Usages of disinfectant in the water tank were more effective in decreasing bioaerosol generation compared to sterilization function mode operation. Generation characteristics of airborne fungi were similar to those of bacteria, but the levels were not significant in all experiments. Calculated exposure factor can be used as an indicator to compare biorisk exposure. Conclusion: This study identified the potential for bioaerosol generation in indoor environments while operating a household humidifier. User practices were critical in the generation of bioaerosol, or more specifically, airborne bacteria. Proper usage of a humidifier ensures that any biorisks resulting from generated bioaerosol can be prevented.

溫水수도꼭지와 온수에서 Legionella pneumophila의 分離同定 (Isolation and Identification of Legionella pneumophila from Hot Water Spouts and Hot Water)

  • Park, Ju-Hyeong;Zong, Moon-Shik
    • 한국환경보건학회지
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    • 제14권1호
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    • pp.23-32
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    • 1988
  • A study was carried out to find distribution of Legionella spp. in hot water supplying systems of buildings in Seoul. Water samples were taken from the hot water taps in three research institute buildings during the period from the 2nd to 27th February, 1987. And all of the three buildings were supplied with hot water from the same central hot water tank. GVPC BCYEa and blood agar were used for the isolation of Legionella pneurnophila and slide agglutination test (SAT) was performed to identify their strain types. Main findings were as follows 1. 44 samples taken from hot tap-water revealed 20% of positive culture and 44 samples taken from hot water spouts revealed 11% of positive culture. 2. The 78% of positive samples taken from hot water was obtained from 25.1$\circ$C~45.0$\circ$C temperature range. 3. Only, Legionella pneumophila serogroup 3 was identified and most of them has been than 2$\mu$m in length. 4. The densities of the Legionella pneurnophila isolated from hot water samples were within the range of $1.0\times 10^2$ to $1.1\times 10^3$ CFU/l and their densities isolated from hot water spouts were either 1 CFU/plate or 2 CFU/plate.

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농촌지역 간이상수도시설 개발 및 개선에 관한 연구 (A Study on the Development and Improvement of Simple Piped Water Supply System in Rural Area of Korea)

  • 정용;구자건;김명호;윤석우;김인숙
    • 농촌의학ㆍ지역보건
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    • 제13권1호
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    • pp.19-25
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    • 1988
  • It is very important to supply safe drinking water for rural area not only a prevention of entric diseases but also a promotion of health life. It is estimated that 6,981,000 rural inhabitants were covered by the simple piped water supply system at the end of 1987 in Korea. The programme for improvement of water supply system in rural villages was initiated by the government since 1967. But most of these systems have been operated carelessly by the hands of villagers who have no proper knowledge and experience. Since most of water sources were located nearby farmland, there might be a possibility that the sources could be contaminated by pesticides and fertilizers. For this reason, it is recommended to take underground water as a water source rather than surface water such as a pond or streamwater in rural areas. However, the system is supplied from the surface water, its water quality can be improved by using of simple sand filter and simple chlorinator inexpensively. On the basis of an on-site study, conducted during 1986-87, in San-Buk Village, Keum-Sa-Myon, Yeju-Gun, Kyong-Gi-Do, the new simple piped water supply system was designed by the Institute for Environmental Research, Yonsei University, and constructed by the villagers themselves in September 1987. This simple system which is protected by metal fences consists of three main parts, pump house, vertical sand filter and water tank. The pumped water from underground flows into the upper part of the sand filter, through the sand, and out the water tank which is connected to the bottom of vertical filter. And the simple plastic-bottle chlorinator was installed in the water tank for chlorination. The water quality was remarkably improved after completion of construction. The total bacterial count was not detected from the tap water in households distributed by this simple piped water supply system. The construction cost of this system which was connected 34 households in San-Buk Village, was 4,851,000 won (approximately 6,020 U.S. dollars : 1$=805.8 won) in 1987,77% of expenses was supported by the Community Development Foundation in Korea. This case study for simple piped water supply projects will be applicable to other programme for improvement of water supply system in rural areas of Korea, and other developing countries.

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소규모수도시설 지하수의 라돈저감 특성 (Characteristics of Radon Reduction of Small-scale Water Supply System)

  • 조병욱
    • 지질공학
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    • 제29권1호
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    • pp.37-50
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    • 2019
  • 지하수를 원수로 이용하는 소규모수도시설의 라돈 저감은 주로 저수조에서의 정치와 폭기에 의해 일어난다. 여름철 정치에 의한 32개 소규모수도시설 저수조와 꼭지수의 라돈 저감율은 -69.3~62.7%(평균 25.7%)와 -64.3%~83.1%(평균 30.3%), 가을철 정치에 의한 16개 소규모수도시설 저수조와 꼭지수의 라돈 저감율은 21.3%~78.0%(평균 42.8%)와 17.7%~66.9%(평균 44.8%)로 나타났다. 여름철보다 가을철의 라돈 저감률이 더 높은 것은 가을철의 지하수 사용량이 더 적어서 정치효과가 더 컸기 때문으로 판단된다. 폭기시설이 설치된 12개 저수조의 라돈 저감률은 47.4~94.0%(평균 78.9%)로 나타났는데 이 저감률에는 정치에 의한 라돈 저감률이 합쳐져 있다. 소규모수도시설 지하수의 라돈 저감을 위해서는 정치와 폭기를 이용할 수 있는데 보다 효율적인 활용을 위하여 지하수의 라돈 함량 변동성, 저수조의 크기와 형태, 지하수 사용량 변화, 폭기량, 환기시설 등을 고려한 라돈 저감 연구가 필요하다.

정수처리에서 암모니아성질소 제거를 위한 제올라이트 여과 (Zeolite Filtration for Ammonium Nitrogen Removal in Drinking Water Treatment)

  • 김우항;김충환
    • 한국환경과학회지
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    • 제12권3호
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    • pp.281-286
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    • 2003
  • This study was conducted to evaluate the feasibility of ammonia removal by zeolite adsorption in drinking water treatment. In generally, drinking water treatment process is conducted coagulation/flocculation, sedimentation, sand filtration and disinfection. We tested feasibility with two method, one is powdered zeolite dosing to coagulation tank and the other is to substitute granular zeolite for sand of sand filter. In powdered zeolite test, raw water is used tap water with putting of 2 mg/l of NH$_4$$\^$+/-N. Filtration of granular zeolite was conducted with 80 cm of effective column high and 120 m/d of flow rate. At above 100 mg/1 of zeolite dosage, ammonia concentration was decreased below 0.5 mg/l of NH$_4$$\^$+/-N in powdered zeolite test. But, turbidity was increased to 30 NTU by powdered zeolite dosage. That turbidity was scarcely decreased in generally coagulant using condition in drinking water treatment. In granular zeolite test, ammonia was not detected in treated water until 8 days. This result suggest that using of granular zeolite in sand filter could be removal ammonia in winter. But we need regeneration at zeolite filtration for ammonia removal. So, it is to make clear that zeolite regeneration ability was compared KCl with NaCl. The result reveal that KCl was more excellent than NaCl. Optimum regeneration concentration of KCl was revealed 100 mM. Regeneration efficient was not increased at pH range 10∼12.5.

지하수중 음이온, 양이온, 및 금속의 함량 (Groundwater Contamination by Cation, Anion and Pesticides)

  • 김형석;정세영;최중명
    • 환경위생공학
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    • 제7권2호
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    • pp.111-128
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    • 1992
  • According to the increase of population and industrialization, the quality of our drinking water are becoming worse by the contamination of resources, production of THM and other halogenated hydrocarbons during the purifying process, the problem of corroded water supplying pipeline, and the water reservoir tanks, Many people choose groundwater to drink instead of city tap water, but sometimes we get report about groundwater contamination by wastes, swage, septic tank, etc. It is reported that in U. S. over 20% of population are drinking groundwater, but U. S EPA reported the groundwater contamination by pesticides, herbicides, fungicides, fertilizer, and various chemical substances. Craun, et at announced the groundwater contamination by bacteria which are related with poor installation of septic tank. Johnson and Kross mentioned aboutmethemoglobinemia by NO3-N originated from human and animal feces, organic chemicals, and fertilizer, and as the results the infant mortality could be risen. Some scientist also reported the high concentration of metals in groundwaters and some cation and anions, and volatile organic compou nds. Authors investigated 80 groundwaters in urban, agricultural, and industrial area during last 3 month(June - August) to check any drinking water quality parameters are exceeding the standards. The results were as follow. 1, The average value of ammonia nitrate were within the standard, but 11.76% of urban area were exceeded the 10 rpm standard, in agricultural area 42.3175 were exceeded, and in industrial area 20.2% were exceeded the drinking water standard of 10 ppm. the highest concentration was 29.37 ppd in industrial area. 2. The mean value of metals is not exceeded the standard, but there were some groundwater whose Mn value was 0.424 ppm(standard is 0,3 ppm) in urban area, 0.737 rpm in agricultural area, and 5.188 ppm in industrial area. The highest Zn value was 1.221 ppm (standard is 1.0 ppm)was found in industrial area. 3. The percentage of contamination by general bacteria was 8.82% in urban area, 15.38% in agricultural area, and 15.00% in industrial area. Escherichia coil group was also contaminated by 35.29% in urban area, 30.76% in agricultural area, and 30.00% in industrial area. 4, The pH value was within the standard which means there was no influence by acid or alkali chemicals, nor acid rain Through the above results, all the groundwater should be tested to check the safety for drinking water and should make some alternative methods suitable for drink.

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Life cycle greenhouse-gas emissions from urban area with low impact development (LID)

  • Kim, Dongwook;Park, Taehyung;Hyun, Kyounghak;Lee, Woojin
    • Advances in environmental research
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    • 제2권4호
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    • pp.279-290
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    • 2013
  • In this study, a comprehensive model developed to estimate greenhouse gas (GHG) emissions from urban area with low impact development (LID) and its integrated management practices (IMPs). The model was applied to the actual urban area in Asan Tangjeong district (ATD) as a case study. A rainwater tank (1200 ton) among various LID IMPs generated the highest amount of GHG emissions ($3.77{\times}10^5kgCO_2eq$) and led to the utmost reducing effect ($1.49{\times}10^3kgCO_2eq/year$). In the urban area with LID IMPs, annually $1.95{\times}104kgCO_2eq$ of avoided GHG emissions were generated by a reducing effect (e.g., tap water substitution and vegetation $CO_2$ absorption) for a payback period of 162 years. A sensitivity analysis was carried out to quantitatively evaluate the significance of the factors on the overall GHG emissions in ATD, and suggested to plant alternative vegetation on LID IMPs.

여과형 비점오염 처리장치의 오염물질 제거특성 및 역세척 분석 (The Performance of Pollutant Removal Using Nonpoint Treatment Filtration Device and Analysis of the Filter Backwashing Effect)

  • 이준호;양승호;방기웅
    • 한국물환경학회지
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    • 제31권5호
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    • pp.523-532
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    • 2015
  • Hydrocyclone is widely used in industry, for its simple design, high capacity, low maintenance and low operational cost. The objective of this study is to develop hydrocyclone coagulation and filtration system. The system is made of hydrocyclone ballasted coagulation with polyaluminium chloride silicate (PACS) and upflow filter to treat micro particles in urban storm runoff. Roadside sediment particles (< $200{\mu}m$) was mixed with tap water to make various turbid suspensions to simulate urban storm runoff. The filter cartridge was filled with polyethylene media system and ran 1hr per everyday and total operation time were 8.19hrs and backwashing everyday after end of operation. The operation condition of flowrate was $8.2{\sim}11.9m^3/day$ (mean $10.1m^3/day$) and surface overflow rate (SOR) based on filter surface area was $45.5{\sim}65.9m^3/m^2/day$ (mean $55.7m^3/m^2/day$). The range of PACS dosage concentration was 14.0~31.5 mg/L. As the results of operation, the range of removal efficiency of turbidity, SS were 81.0~95.8% (mean 89.5%) 81.8~99.0% (mean 91.4%), respectively. An increase of filtration basin retention time brought on increased of removal efficiency of turbidity and SS, and increase of SOR brought on decreased of removal efficiency. During the first flush in urban area, storm runoff have an high concentration of SS (200~600 mg/L) and the filtration bed becomes clogged and decreased of removal efficiency. Backwashing begins when the drainage pipe valve at the filtration tank bottom is completely open (backwashing stage 1). Backwashing stage 2 was using air bubbles and water jet washing the media for 5 mins and open the drainage valve. After backwashing stage 1, 2, 61.83~64.04%, 18.53~27.51% of SS loading was discharged from filtration tank, respectively. Discharged SS loading from effluent was 7.12~14.79% and the range of residual SS loading in fliter was 2.26~5.00%. The backwashing effects for turbidity, SS were 89.5%, 91.4%, respectively. The hydrocyclone coagulation and filtration with backwashing system, which came out to solve the problems of the costly exchange filter media, and low efficiency of removing micro particles of filter type nonpoint treatment devices, is considered as an alternative system.

토마토의 생산·유통단계에서 유해미생물 오염 및 추출물에서 미생물 증식 (Analyses of Microbiological Contamination in Cultivation and Distrubution Stage of Tomato and Evaluation of Microbial Growth in Tomato Extract)

  • 윤혜정;박경훈;류경열;김병석
    • 한국식품위생안전성학회지
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    • 제28권2호
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    • pp.174-180
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    • 2013
  • 본 연구에서는 토마토의 생산 및 유통단계에서의 위해 미생물 오염도 정도를 파악하고 유통과정 중 외부 손상으로 인해 과즙 유출시 미생물의 증식능력을 측정하기 위해 E. coli O157:H7와 L. monocytogenes의 성장을 토마토 추출물 함량(0.1, 1.0, 10%) 및 다양한 배양온도(5, 15, 25, $35^{\circ}C$)에서 측정하였다. 수확단계에서는 APC 작업 종사자의 장갑에서 총 호기성 세균이 7.77 log로 가장 높게 나타났고, 배양 양액에서 대장균군과 B. cereus가 각각 0.33 log 검출되었다. 수확 후 처리과정으로 APC 과정을 거친 토마토에서 총 호기성 세균이 유의적으로 높게 나타났다. 그 외에 S. aureus, Salmonella spp. 는 검출되지 않았다. 재배방법에 따른 일반, 유기농, 무기농 토마토에서의 미생물 분포도의 유의적인 차이는 나타나지 않았다. 포장 방법 중 봉지 포장제품이 박스 포장제품에 비해 대장균군이 유의적으로 높게 나타났으며 세척에 의한 미생물 저감화 효과는 나타나지 않았다. 토마토 추출물 함량이 높을수록 E. coli O157:H7와 L. monocytogenes의 성장이 높게 나타났으며, 토마토 추출물 10%인 경우 $5^{\circ}C$ 조건에서 가장 낮았고, 15, 25, $35^{\circ}C$에서 72시간 배양시 각각 7.33~8.51, 7.73~8.60 log CFU/g으로 증식하였다.