• Title/Summary/Keyword: Drinking Water

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A Demonstrative Operation of A Membrane Filtration System in Siheung Water Treatment Plant (시흥정수장 막여과시설 시범운영)

  • 김한승;김충환;김학철;윤재경;안효원
    • Proceedings of the Membrane Society of Korea Conference
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    • 2004.07a
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    • pp.57-68
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    • 2004
  • A demonstrative operation of a membrane system with its caparity of 3,600m$^3$/d was carried out using reservoir water as raw water for the application of membrane filtration system to drinking water treatment. The operation was undertaken at a constant flux of 0.9 m$^3$/m$^2$/d for three months. Backwashing with NaClO of 3 ppm was allowed for 30 seconds every 20 minutes of filtration. Physical cleaning was introduced after 69 times of filtration/backwashing cycle with air-scrubbing and backwashing for 1 minute, and flushing for 2 minutes. In this study, water treatment performance was investigated compared with the existing rapid sand filtration process. The membrane system was operated with no significant problems during the test period. Higher water quality was obtained in the membrane filtration than in the rapid sand filtration in terms of particulate matters such as turbidity and microbes. Although the finished water of the membrane filtration contained slightly higher concentration in dissolved matters than that of the conventional one, it met the drinking water standard. The demonstrative operation showed that membrane filtration has a reliability in drinking water treatment. Researches should be needed on cost analysis through long-term operation and optimization of operation condition for further application.

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Analysis of Micropollutants Present in Raw Water Supplied for the Several Drinking Water Treatment Plants in Seoul (서울시 정수장 유입 원수내 미량유해물질의 조사)

  • Oh, Byung-Soo;Kim, Kyoung-Suk;Ju, Seul;Kang, Joon-Wun
    • Journal of Korean Society on Water Environment
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    • v.20 no.3
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    • pp.245-250
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    • 2004
  • This study investigated the micropollutants present in raw water supplied for the several drinking water treatment plants in Seoul. The target sample waters were collected from the several sites, such as Jayang (JY), Kuui (KI), Paldang (PD) and Kangbuk (KB) at the Han-River stream. The analytical method used in this study enable us to detect about 300 kinds of chemicals commonly found in surface water at ppt level by GC-ion trap MS. In this study, the consideration on the analytic results focused on the four hazardous organics, such as benzenes, phenols, phthalates and pesticides. The numbers of each detected micropollutant were 1~8 kinds for benzenes, 1~7 kinds for phenols, 5~7 kinds for phthalates and 1~9 kinds for pesticides. For the pesticides, the higher concentration was detected in the water samples collected from PD and KB adjacent to the farming area, and at June and July, which is the busy farming season. The total concentrations of each micropollutants detected at all the sites were significantly lower than those of drinking water regulation in Korea as well as other advanced countries. However, the frequently detected micropollutants requires the steady and precise monitoring for the effective management of drinking water source.

Occurrence of Disinfection By-Products and Distribution in Drinking Water

  • In, Chi-Kyung;Lee, Jung-Ho;Lee, In-Sook
    • Proceedings of the Korean Environmental Health Society Conference
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    • 2005.12a
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    • pp.103-114
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    • 2005
  • Chlorine disinfection has been used in drinking water supply to disinfect the water-borne microbial disease which may cause to serious human disease. As Chlorination is still the least costly, relatively easy to use, chlorination is the primary means to disinfect portable water supplies and control bacterial growth in the distribution system. However, chlorine also reacts with natural organic matter (NOM), which presents in nearly all water sources, and then produces disinfection by-product (DBps), which may have adverse health effects. Although the existent DBPs have been reported in drinking water supplies, it is not feasible to predict the levels of the various DBPs due to the complex chemistry reaction involved. The objectives of this study were to investigate seasonal variation of DBPs formation and difference of DBPs concentration in the plant to tap water. The average concentration of THMs was 20.04 ${\mu}g/{\ell}$, HAAs 8-15 ${\mu}g/{\ell}$, HANs 2-4.5 ${\mu}g/{\ell}$ respectively. Distant variation of DBPs formation is that THMs concentration increase by 17% at 2 km point from the plant and by 28% at 7 km and HAAs, HANs also increase each by 16%, 32%, at 2 km from the plant and 35%, 56%, at 7 km. DBPs increase in water supply pipe continually. The seasonal occurrence of DBPs is that in May and August DBPs concentration is very high then in March, in May DBPs concentration is highest. The temperature is main factor of DBPs formation, precursor also. Precursor which was accumulated for winter flowed into the raw water by flooding in spring and summer and produced DBPs. Therefore for the supply of secure drinking water, it is required to protect precursor of flowing into raw water and to add to BCAA and DBAA to drinking water standards.

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A Study on the Establishment of Total Organic Carbon in Drinking Water Standard (총유기탄소의 먹는물 수질기준 설정 연구)

  • Yu, Soon-Ju;Ahn, Kyung-Hee;Park, Su-Jeong;Kim, Mi-Ah;Choi, Ja-Yoon;Lee, Youn-Hee
    • Journal of Korean Society on Water Environment
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    • v.25 no.5
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    • pp.661-666
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    • 2009
  • In this study, total organic carbon (TOC) and potassium permanganate ($KMnO_4$) demand were examined for raw and finished tap water and the range of $KMnO_4$ demand in drinking water was investigated. By analyzing the relationship between TOC and $KMnO_4$ demand, the applicability of TOC as a drinking water standard and its regulation level was proposed. The average $KMnO_4$ demand was 1.3 mg/L in 4,638 samples from finished drinking water, tap water and finished water from small facilities. $KMnO_4$ demand of 95% of samples was 2.9 mg/L which was 29% of the drinking water standard (10 mg/L). At 12 major drinking water treatment plants, the average $KMnO_4$ demand in July and August was 8.1 and 2.4 mg/L for raw and finished water, respectively. TOC in July and August was 2.0 and 1.15 mg/L for raw and finished water, respectively. The correlation coefficient between $KMnO_4$ demand and TOC was as high as 0.8 in both raw and finished water and $KMnO_4$ demand was twice of TOC in finished water. Because the correlation coefficient and ratio between $KMnO_4$ demand and TOC varied according to season and the characteristics of raw water, it would be difficult to establish TOC standard just from the ratio of $KMnO_4$ demand to TOC. However, it is possible to set the TOC range based on the accumulated $KMnO_4$ demand data or from the satisfactory correlation results. Then, it would be reasonable to establish TOC standard level as 4 ~ 5 mg/L.

Benefit of the Drinking Water Supply System in Office Building by Rainwater Harvesting: A Demo Project in Hanoi, Vietnam

  • Dao, Anh-Dzung;Nguyen, Viet-Anh;Han, Mooyoung
    • Environmental Engineering Research
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    • v.18 no.2
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    • pp.103-108
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    • 2013
  • Vietnam is a developing country with the rate around 5%-6% per year, especially in urban areas. Rapidly developed urban areas lead to stress for infrastructure and the water supply is also stressed. In Hanoi city, total water capacity from the manufactories is around one million cubic meters per day and almost the entire main water source is groundwater but it is not enough to supply all of Hanoi's people, especially in the summer. A demo project is implemented in Hanoi University of Civil Engineering (HUCE) to produce drinking water by using the rainwater and membrane system and supply for people. In this project, rainwater is collected on the rooftop of the lecture building with an area of around $500m^2$ and $100m^3$ volumetric rainwater tanks. Afterwards, the rainwater is treated by the micro-membrane system and supplied to the tap water. Total cost for construction, technology and operation in the first year is around USD 48,558. In the long-term (15 yr) if HUCE invests in the same system, with $20m^3$ volumetric storage tank, it can provide drinking water for 500 staffs in every year. The cost of investment and operation for this system is lower than 30% compared to buying bottled water with the price USD 1.8/bottle. The drinking water parameters after treatment are pH, 7.3-7.75; turbidity, 0.6-0.8 NUT; total dissolved solids, 60-89 mg/L; coliform, 0; heavy metal similar with water quality in the bottle water in Vietnam.

Quality Characteristics of Soybean Sprouts Cultivated with Carbonated water (탄산수로 재배한 콩나물의 품질 특성)

  • Hwang, Tae-Young
    • Food Science and Preservation
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    • v.19 no.3
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    • pp.428-432
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    • 2012
  • This study was carried out to investigate the effect of carbonated water on the yield, weight, length, thickness, and vitamin C and isoflavone contents of soybean sprouts cultivated for 6 days. 100 g Junjori cultivar soybeans were cultivated at $22{\pm}1^{\circ}C$ with carbonated water (pH 4.5) and drinking water (pH 7.8) for 6 days, respectively, after 6h presoaking treatment. The yield of the soybean sprouts cultivated with carbonated water for 6 days was 255.1 g, approximately 1.45 times higher than the 176.1 g soybean sprouts cultivated in drinking water. The weight and length of the soybean sprouts cultivated with carbonated water were 1.3 and 1.2 times higher, respectively, than those of the soybean sprouts cultivated with drinking water. The same can be said of the thickness of the carbonated- and drinking-water soybean sprouts. The vitamin C contents of the soybean sprouts cultivated with carbonated water was about two times (1.13 mg%) higher than those of the soybean sprouts cultivated with drinking water. The genistein and daidzeinin contents of the soybean sprouts cultivated for 6 days with carbonated water were higher than those of the soybean sprouts cultivated for 6 days with drinking water. The growth characteristics and contents of the useful components of the soybean sprouts were affected more by carbonated water than by drinking water.

Variations of Disinfection By-products in a Chlorinated Drinking Water Distribution System

  • Lee, Soo-Hyung;Park, Jeong-Kun;Lee, Hyung-Jun;Kim, He-Kap
    • Environmental Sciences Bulletin of The Korean Environmental Sciences Society
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    • v.4 no.2
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    • pp.71-78
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    • 2000
  • The chlorination of municipal drinking water supplies leads to the formation of so-called disinfection by-products(DBPs), many of which have been reported to cause harmful health effects based on animal studies. This study was conducted: 1) to observe seasonal changes in the major DBPs at four sampling sites on a drinking water distribution system located in Chunchon, Kangwon Do; and 2) to examine the effects of major water quality parameters on the formation of DBPs. During the field sampling, the water temperature, pH, and total and free chlorine residuals were all measured. The water samples were then analyzed for total organic carbon(TOC) and eight disinfection by-products in the laboratory. Chloroform, dichloroacetic acid, and trichloroacetic acid were the major constituents of the measured DBPs. The concentrations of the total DBPs were highest in fall, particularly in October, and lowest in summer. The concentrations of the total DBPs increased with increasing TOC concentrations. Multiple regression analyses showed that the concentrations of chloroform, bromodichloromethane, and chloral hydrate were linearly correlated with the pH. Other water parameters were not included in the regression equations. Accordingly, these results suggest that TOC and pH are both important factors in the formation of DBPs.

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Evaluation of Biodegradation Characteristics of Haloacetic Acids by a Biofilm in a Drinking Water Distribution System (상수관망에서 생물막에 의한 Haloacetic Acids 생물분해 특성 평가)

  • Son, Hee-Jong;Kim, Do-Hwan;Han, Young-Rip;Choi, Young-Ik
    • Journal of Environmental Science International
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    • v.23 no.9
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    • pp.1635-1642
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    • 2014
  • Haloacetic acids (HAAs) concentrations have been observed to decreased at drinking water distribution system extremities. This decrease is associated with microbiological degradation by pipe wall biofilm. The objective of this study was to evaluate HAAs degradation in a drinking water system in the presence of a biofilm and to identify the factors that influence this degradation. Degradation of monochloroacetic acid (MCAA), dichloroacetic acid (DCAA) and trichloroacetic acid (TCAA) was observed in a simulated distribution system. The results obtained showed that different parameters came into play simultaneously in the degradation of HAAs, including retention time, water temperature, biomass, and composition of organic matter. Seasonal variations had a major effect on HAAs degradation and biomass quantity (ATP concentration) was lower by 25% in the winter compared with the summer.

Problems and Significance of Oxidation Process in Potable Water Treatment (음료수 처리에서 산화공정의 문제점과 의의)

  • Park, Yung-Kyu
    • 수도
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    • s.28
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    • pp.27-36
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    • 1983
  • Oxidation process constitute an important and often indispensable measure in the reliable production of safe drinking water. Optimal introduction of oxidation processes into the treatment of drinking water requires an exact knowledge of the reactions taking place and of their interrelationships. It is the aim of this paper to review the necessary knowledge in summarized form.

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The Control Realities of Water Purifier in Northern Part of Gyeonggi-do. (경기북부지역의 정수기물 관리실태 조사)

  • 박용배;손진석;강정복;방선재;김중범;최명순
    • Journal of environmental and Sanitary engineering
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    • v.18 no.1
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    • pp.1-7
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    • 2003
  • There are lots of waterborne diseases which are caused by pathogenic microorganisms disseminated in contaminated environment. The purpose of this study is to investigate the status of water qualify and in order to investigate the sanitary condition of water purifier in northern part of Gyeonggi-do. We analyzed pathogenic microorganisms and 44 items of drinking water criteria from April to July in 2002. The results were as follows. 1. In 774 samples of water purifier, Pathogenic bacteria(salmonella, E coli O-157, O-26, O-111, shigella, pseudomonas etc.) were not isolated and total coliforms not detected. 2. About 76.5% of the water with purifier are found to be appropriated to the drinking water quality criteria. but 182 samples(23.5%) were without limits of drinking water criteria. 3. In the microbiological examination, 774 samples of purified water showed that 169 samples(21.9%) exceed the range of recommended limits(100 $CFU/m{\ell}$) to the total viable bacterial counts by pour plate method.