• Title/Summary/Keyword: 잔류염소 농도

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Levels of Organochlorine Pesticide Residues in the Cultivating Soils in the Suburbs of Gwangju - City, Jeollanam-Do (광주(光州)근교 경작지(耕作地) 토양(土壤)의 유기염소계(有機鹽素系) 살충제의 잔류수준(殘留水準))

  • Suh, Yong-Tack;Park, Ro-Dong;Sim, Jae-Han
    • Korean Journal of Environmental Agriculture
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    • v.1 no.2
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    • pp.83-88
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    • 1982
  • Residues of some organochlorine pesticides $({\alpha}-BHC,\; {\gamma}-BHC,$ heptachlor, aldrin, heptachlor epoxide, dieldrin, p,p'-DDD, p,p'-DDT) in the cultivating soils (53 samples) were evaluated in the suburbs of Gwangju-City, Jeollanam-Do. Results obtained are summarized as follows. 1) Seven organochlorine pesticides were detected in more than 60% of the sample soils except dieldrin. In particular, ${\alpha}-BHC$ was detected in almost all soil samples and residue level of p,p'-DDT was higher than that of the others. 2) Detection frequencies and residue levels of up-land soil were higher than those of paddy soil. 3) There was no difference in the organochlorine residue levels between land-readjusted paddy soil and natural paddy soil.

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Development of optimization model for booster chlorination in water supply system using multi-objective optimization method (다목적 최적화기법을 활용한 상수도 공급계통 잔류염소농도 최적운영 모델 개발)

  • Kim, Kibum;Seo, Jeewon;Hyung, Jinseok;Kim, Taehyeon;Choi, Taeho;Koo, Jayong
    • Journal of Korean Society of Water and Wastewater
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    • v.34 no.5
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    • pp.311-321
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    • 2020
  • In this study, a model to optimize residual chlorine concentrations in a water supply system was developed using a multi-objective genetic algorithm. Moreover, to quantify the effects of optimized residual chlorine concentration management and to consider customer service requirements, this study developed indices to quantify the spatial and temporal distributions of residual chlorine concentration. Based on the results, the most economical operational method to manage booster chlorination was derived, which would supply water that satisfies the service level required by consumers, as well as the cost-effectiveness and operation requirements relevant to the service providers. A simulation model was then created based on an actual water supply system (i.e., the Multi-regional Water Supply W in Korea). Simulated optimizations were successful, evidencing that it is possible to meet the residual chlorine concentration demanded by consumers at a low cost.

Statistical Analysis of Chlorine Residual in Korean Drinking Water (국내정수장의 잔류염소농도에 대한 조사연구)

  • Sohn, Jinsik;Kang, Hyosoon
    • Journal of Korean Society of Water and Wastewater
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    • v.20 no.2
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    • pp.281-287
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    • 2006
  • Maintaining adequate chlorine residual is crucial in water treatment facilities, Treatment technique, newly promulgated regulation, requires sufficient disinfection in order to control more resistant microorganisms such as Viruses and Giardia lamblia. Each water treatment plant should report various water qualities including chlorine residual and disinfection by-products, thus plenty of data has been generated. Even though statistical analysis using these data are forced to investigate the status and effect of water qualities in water facilities very few researches have been performed in korea. This study performed statistical analysis of chlorine residual during three years in Korean drinking water. The average chlorine residual concentrations were 0.701mg/L, 0.738mg/L, 0.763mg/L in 2002, 2003, 2004, respectively. Monthly variations of chlorine residual was not significant. ANOVA result showed that yearly variance of chlorine residual is different in only less than $5000m^3/day$ of water treatment capacity. The statistical analysis can help government to establish new regulation with scientific basis.

Evaluation on the removal efficiency of pharmaceutical compounds in conventional drinking water treatment processes (정수처리 공정에서 잔류의약물질 제어 효율 평가)

  • Seo, Hee-Jeong;Park, Yong-Hoon;Kang, In-Sook;Myong, Hwa-Bong;Song, Yang-Suk;Kang, Yeong-Ju
    • Analytical Science and Technology
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    • v.29 no.3
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    • pp.126-135
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    • 2016
  • In the present study, we evaluated the efficiency of the drinking water treatment unit processes controlled by targeting high pharmaceutical compounds that are likely to be released into the water supply. In the coagulation process, the removal rate of sulfonamide, an antibiotic, amounted to 22.6~42.1 %, that of naproxen to 28.2 %, and that of acetaminophen to 20 %. Trimethoprim has demonstrated a low removal rate (4.4 %), while the removal rate of erythromycin was 2.4 %; aspirin was not removed at all. When applying a mixture of chlorination and the coagulation process, the removal rate was increased with increasing the chlorine dosage. When the chlorine injection with the concentration of 3 mg/L was applied, sulfonamide antibiotics, acetaminophen and naproxen, were completely removed. Trimethoprim exhibited a high removal efficiency of ca. 98%, while the removal efficiency of erythromycin was about 55 %; at the same time, aspirin showed a lower removal ratio (ca. 10 %). When applying the powdered activated carbon adsorption process, the removal rate was increased with increase of the concentration of the powder activated carbon injection. Sulfonamide antibiotics showed about 18~50 % removal efficiency in the 1 mg/L, the removal rate was increased by at least 80 % in 25 mg/L. The evaluation results of the titration injection concentration of chlorine treatment and adsorption, coagulation process for the efficient processing of the remaining pharmaceutical compounds in the water treatment process, when applying the chlorine 3 mg/L, powdered activated carbon 10 mg/L and coagulant 15 mg/L were removed more than 90 %.

Development of an Optimal Operation Model of Residual Chlorine Concentration in Water Supply System (송·배수시스템의 최적 잔류염소농도 관리 모델 개발)

  • Kim, Kibum;Hyung, Jinseok;Seo, Jeewon;Shin, Hwisu;Koo, Jayong
    • Journal of Korean Society of Water and Wastewater
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    • v.31 no.6
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    • pp.587-597
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    • 2017
  • This study aimed to develop a method to optimize residual chlorine concentrations in the process of providing water supply. To this end, this study developed a model capable of optimizing the chlorine input into the clearwell in the purification plant and the optimal installation location of rechlorination facilities, and chlorine input. This study applied genetic algorithms finding the optimal point with appropriate residual chlorine concentrations and deriving a cost-optimal solution. The developed model was applied to SN purification plant supply area. As a result, it was possible to meet the target residual chlorine concentration with the minimum cost. Also, the optimal operation method in target area according to the water temperature and volume of supply was suggested. On the basis of the results, this study derived the most economical operational method of coping with water pollution in the process of providing water supply and satisfying the service level required by consumers in the aspects of cost effectiveness. It is considered possible to appropriately respond to increasing service level required by consumers in the future and to use the study results to establish an operational management plan in a short-term perspective.

Rechlorination for residual chlorine concentration equalization in distribution system (급배수시스템에서 잔류염소 농도 균등화를 위한 재염소 처리)

  • Kim, Jinkeun;Han, Ji-An
    • Journal of Korean Society of Water and Wastewater
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    • v.28 no.1
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    • pp.91-101
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    • 2014
  • Three water treatment plants(WTPs) in Jeju island whose source water have different characteristics from those of the mainland of Korea were investigated. Coefficients of bulk water decay($k_b$) of free chlorine at $5^{\circ}C$ for ES, GJ, NW WTPs were $-0.003hr^{-1}$, $-0.002hr^{-1}$ and $-0.001hr^{-1}$ respectively based on bottle tests. To simulate the free chlorine variations in the distribution system using EPANET, ES WTP was chosen. Free chlorine concentrations of several sites were less than the drinking water quality standards(i.e., 0.1 mg/L); E5(0.03 mg/L), E6(0.02 mg/L), W21(0.02 mg/L) and W25(0.03 mg/L). To maintain more than 0.1 mg/L of free chlorine in the distribution system, at least 1.9 mg/L of chlorine was needed at the WTP, which suggested rechlorination was needed to supply palatable tap water to customers. Two sites, one that diverged into E5 and E6 in the east-line and another located before E21 in the west-line were selected for the appropriate rechlorination locations. The recommended rechlorination dosages were 0.42 mg/L for the east and 0.27 mg/L for the west. The simulated results indicated that the free chlorine could be reduced to 0.4 mg/L at the WTP with rechlorination, and taps with excessive free chlorine could be more stabilized(i.e., 0.1~0.4 mg/L).

The Distributions of PCBs in Inchon Coastal Sediments (인천연안 퇴적물 중 PCB의 분포)

  • Lee, Dong Hoon;Kim, Kyeo Keun
    • Analytical Science and Technology
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    • v.15 no.3
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    • pp.287-299
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    • 2002
  • The residue levels of total PCBs in the surface samples were detected low concentration compared to the coastal area in Korea, and the PCBs pattern were very similarly to the arochlor mixture(1016+1232+1248+1260). The selected area divided into three area(Kanghwa:A, Yellow:B and Jangdo:C) by depending on the chlorine ratio. The PCBs were mainly detected dichlorinated and trichlorinated biphenyls in far sea, and heptachlorinated and octachlorinated biphenyls in the near the Incheon coastal area. The residue levels of PCBs were detected 0.72${\sim}$9.20 ng/g in the surface samples, 1.60~3.00 ng/g for Kanghwa and 0.34~9.20 ng/g for Jangdo in the core samples, and the PCBs concentration increased from bottom to top.

A Study on Formation Pattern of DBPs by Disinfection of Drinking Raw Water II (음용 원수의 염소소독에 의한 소독부산물 생성패턴에 관한 연구 II)

  • Lee, Kang Jin;Hong, Jee Eun;Pyo, Heesoo;Park, Song-Ja;Yoo, Je Kang;Lee, Dae Woon
    • Analytical Science and Technology
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    • v.17 no.1
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    • pp.69-81
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    • 2004
  • The formation pattern of DBPs (disinfection by-products) in raw water treated with hypochlorite, chlorine disinfectant was studied. TOC (total organic carbon), residual chlorine, turbidity and 14 DBPs in raw water from Han-river and Nakdong river during 1 ~ 14 days were determined. Total DBPs in Han river was 101.3 ng/mL (789.6 nM) after 7days and THMs (trihalomethanes) are the dominant portion of 68%. HAAs (haloacetic acids) and chloral hydrate were determined 19% and 10% respectively. In Nakdong river total DBPs was 98.4 ng/mL (678.6 nM) and dominant class was HAAs. (55.8 ng/mL, 57%) THMs(34%) and N-compounds like HANs (haloacetonitriles, 5%) and chloropicrin were increased. It may be explained that high concentration of NH4-N in Nakdong river react with chlorine produced chloramine and this formed different pattern of DBPs. As a result, total DBPs formation pattern depends on raw water and disinfectant and in generally the initial concentration of acidic HAAs was high and THMs was increased gradually.

Environmental Occurrence of Persistent Organochlorines in Gwangyang Bay (광양만내 지속성유기염소계화합물의 잔류농도 및 분포특성)

  • 홍상희;임운혁;심원준;오재룡
    • Korean Journal of Environmental Biology
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    • v.22
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    • pp.30-37
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    • 2004
  • Peysistent oyganochlorine compounds (OCs) weve determined in sediments and bivalves from Gwangyang Bay. The concentrations of ∑PCB, ∑DDT, ∑HCH and ∑CHL in sediments were in the range of f 2.25∼11.4 ng g$\^$-1/, 0.16∼1.16 ng g$\^$-1/, nd∼0.51 ng g$\^$-1/, and 0.05∼0.79 ng g$\^$-1/, respectively. The overall OCs concentrations in sediments were below the effect range -median (ER-M) values toy benthic organisms suggested by NOAA (1991). Levels of PCB compounds a re relatively lower than other industrialized bays (Pusan Bay, Ulsan Bay, and Youngil Bay). OCs accumulated in bivalves were higher than those in sediments. In bivalves, the concentration ranges of ∑PCB, ∑DDT, ∑HCH and ∑CHL were 9.97∼31.7 ng g$\^$-1/, 7.54∼22.6 ng g$\^$-1/, 0.49∼2.0 ng g$\^$-1/, and 0.82∼7.32 ng g$\^$-1/, respectively. Relatively high PCB concentrations in both environmental matrices are found at the inner bay than the outer part, indicating that the sources of PCBs were located inside the bay. DDT compound showed relatively high concentrations in the vicinity of the mouth of river and urban area, whereas other organochlorine pesticides show homogeneous distributions over the bay. Homologue profile of PCB compounds shows that low-chlorinated congeners (especially, di-, tyi- and tetra-) are abundant in Gwangynng Bay, which is diferent from other areas in Korea.

Removal of Fe, Si from Silicon Carbide Sludge Generated in the Silicon Wafer Cutting Process (실리콘 웨이퍼 절단공정(切斷工程)에서 발생(發生)하는 실리콘 카바이드 슬러지로부터 철(鐵), 실리콘 제거(除去))

  • Park, Hoey Kyung;Go, Bong Hwan;Park, Kyun Young;Kang, Tae Won;Jang, Hee Dong
    • Resources Recycling
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    • v.22 no.2
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    • pp.22-28
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    • 2013
  • In the present study, the possibility of recovering and recycling the silicon carbide(SiC) from a silicon sludge by removing Fe and Si impurities was investigated. Si and SiC were separated from the silicon sludge using centrifugation. The separated SiC concentrate consisted of Fe, Si and SiC, in which Fe and Si were removed to recover the pure SiC. Leaching with acid/alkali solution was compared with the vapor-phase chlorination. The Fe concentration removed in the SiC was 49 ppm, and it was separated by leaching with 1 M HCl solution at $80^{\circ}C$ for 1 h. The Si concentration removed in the SiC was 860 ppm, and it was separated by leaching with 1M NaOH solution at $50^{\circ}C$ for 1 h. The SiC concentrate was chlorinated in a tubular reactor, 2.4 cm in diameter and 32 cm in length. The boat filled with SiC concentrate was located at the midpoint of the alumina tube, then, the chlorine and nitrogen gas mixture was introduced. The Fe and Si concentration removed in the SiC were 48 ppm and 405 ppm, respectively, at $500^{\circ}C$ reactor temperature, 4 h reaction time, 300 cc/min gas flow rate, and 10% $Cl_2$ gas mole fraction.