• 제목/요약/키워드: Drinking water distribution system

검색결과 84건 처리시간 0.03초

Phenate 법으로 암모니아 분석시 염화아민의 방해 작용에 관한 연구 (A Study on Interferences of Monochloramine in the Measurement of Ammonia by Phenate Method)

  • 윤제용;이상덕
    • 상하수도학회지
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    • 제12권1호
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    • pp.45-51
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    • 1998
  • The determinations of ammonia in water for drinking purpose served as one basis of judging the sanitary quality of water for a great many years. However, presently ammonia regulation varies depending on countries. In USA and Canada, ammonia is added to water for chloramination process. However, for korea, there is ammonia regulation of treated water in Korea which should not exceed 0.5mg/l as $NH_3-N$. There was a report exceeding 0.5mg/l of ammonia in chlorinated water when the famous drinking water contamination episode happened in the downstream of Nadong River, 1994. With lack of sewer distribution system and treatment plants of domestic wastes, many water treatment plants have a difficulty of complying with ammonia regulation in treated water. Breakpoint chlorination is usually performed to get rid of ammonia. The method which is allowed to measure ammonia in Korea is Phenate method. However, it would be undesirable to use Phenate method for measuring ammonia in chlorinated water if Phenate method would not differentiate ammonia from chloramine. A good possibility of interferences in measurement of ammonia exists because Phenate method include the step of the formation of chlorine and would not differentiate chloramine which is formed as a result of reaction between chlorine and ammonia. This study was on inaccuracy of Phenate method for measuring ammonia of chlorinated water when chloramine and ammonia coexist. This study found that Phenate method measured all chlormaine as ammonia. Ammonia measurement by ion chromatography confirmed this results. Finally, the result from this study suggests that ammonia measurement by Phenate method in chlorinated water should be revised accordingly.

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공급부하 시나리오에 따른 상수관망 신뢰도 지수의 적용성 분석 (Applicability of reliability indices for water distribution networks)

  • 정기문;강두선
    • 한국수자원학회논문집
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    • 제50권7호
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    • pp.441-453
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    • 2017
  • 상수관망 시스템은 다수의 이용자에게 용수를 공급하기 위한 사회기반시설물로써, 적절한 수압을 유지하고 안정적으로 용수를 공급할 수 있어야 한다. 따라서 안정적인 설계와 효율적인 운영을 위해서는 상수관망 시스템의 용수 공급능력을 정량적으로 파악하는 것이 중요하다. 이러한 노력의 일환으로 상수관망 시스템 내 에너지 거동을 통해 신뢰도를 정량화한 신뢰도 지수가 다양한 방법으로 개발되어 왔다. 대부분의 신뢰도 지수는 공통적으로 절점에서의 최소요구수두 및 초과수두의 형태로 공급된 에너지를 기반으로 산정되며, 일부 지수의 경우 상수관망에 공급된 총 에너지 또는 용수 공급과정에서 손실된 에너지를 추가적으로 고려하여 산정된다. 본 연구에서는 상수관망의 용수 공급 과정에 따른 에너지 구성 요소를 소개하였으며 기존에 개발된 몇 가지 신뢰도 지수를 대상으로, 상수관망의 공급부하 상황을 고려한 시나리오 분석을 통해 신뢰도 지수의 적용성을 알아보고자 하였다. 또한, 각 절점 별 지수값을 도시함으로써, 상수관망 내 신뢰도의 공간적 분포를 나타내어 분석함으로써 보다 확장된 시스템 신뢰도 지수의 활용방안을 제시하였다.

간이상수도에서의 혼합유동에 대한 수치해석 (Numerical Analysis of Mixing Flow in a Small-Scale Water Supply System)

  • 유영현;기현;최종욱;김성초;김용선;이용호
    • 대한환경공학회지
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    • 제31권6호
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    • pp.460-466
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    • 2009
  • 간이상수도 시스템에서 공급하는 식수는 일정한 잔류 약품(염소)량을 유지해야 하기 때문에 물과 약품의 혼합방법은 매우 중요하다. 본 연구에서는 물과 약품의 혼합방법을 최적화하기 위하여, 4가지 모델에 대한 농도분포 및 혼합지수를 구하였다. 그중 2가지 모델에 대해서는 혼합효과가 높게 나타났다. 하나는 지하수 공급 파이프 중앙에 약품을 공급하는 모델이고, 또 다른 하나는 약품공급 파이프 하류에 반원형태의 블록을 설치한 모델이다. 이러한 모델들은 유동의 확산 및 교란을 야기시켜 혼합효과를 증가시키는 결과를 가져왔다. 이와 같은 수치해석 결과는 최적의 혼합효과를 얻기 위한 시스템을 설계하는데 도움이 될 것으로 기대된다.

가정용수의 사용 목적별 소비경향 특성분석 (Analysis of Domestic Water Consumption Characteristics for Water Usage Purpose)

  • 최선희;손미나;김상현
    • 상하수도학회지
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    • 제22권1호
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    • pp.23-29
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    • 2008
  • Throughout the analysis of field data from water distribution system, valid parameters were determined that can be included in the water service and design plan. This study investigates water consumption patterns to understand the variation of water-demand structures utilizing the pattern analysis of domestic purpose water. Water use data were collected by a public water resources management firm in Korea, Kwater, for 140 houses monitored during three years. Flow meters were installed at the faucet for drinking water, the shower booth, the laundry machine, bathroom sink, toilet, and garden faucet. Data was filtered using multiple physically meaningful criteria to improve analysis credibility. Mann Kendall and Spearman's Rho tests were used to carry out the analysis. Distinct factors of water consumption patterns can be determined for both increasing and decreasing trends of water use. Throughout the data analysis, the characterization of terms was classified and analyzed by the condition of the location of water-demand. Analysis of this data provide a physical basis for the parameter configuration of a reasonable design for a domestic water demand prediction model.

생물막을 이용한 상수 원수에서의 암모니아 제거 특성 (Ammonia Removal Characteristics of Biolfilm Reactor)

  • 신항식;임경호;이상민
    • 상하수도학회지
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    • 제10권1호
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    • pp.78-84
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    • 1996
  • The presence of ammonia, usually in the form of ammonium ion ($NH_4{^+}$), can enhance bacterial growth m the distribution system and make the production of drinking water more costly if ammonium must be removed to ensure good disinfection. Removal of ammonia by biological oxidation could be economical which prevents excess chlorine dosage In this research, effects of hydraulic retention time (HRT) and media type on the ammonia removal efficiencies of submerged biofilm reactor were investigated. The biofilm reactors combined the characteristics of high biological solids capture efficiency and good hydraulic control. The results indicate that biofilms can remove over 77 percent of the ammonia with HRT of longer than 2 hr even at low temperature ranging from 14.6 to $16.6^{\circ}C$. The HRT has a significant effect on nitrification. The overall nitrification and efficiency of ammonia removal increase with increasing HRT. It has also been observed that when the fibrous media was used, the ammonia removal, nitrification rate and endurance to shock improved.

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Vertical distribution and seasonal changes of phytoplankton communities in the Hoe-Dong Reservoir

  • Jung-Gon, Kim;Su-Youn, Kim;Sun-Hee, Kwon;Sangkyun, LEE;Gea-Jae, Joo
    • 한국환경과학회:학술대회논문집
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    • 한국환경과학회 2000년도 정기총회 및 봄 학술발표회
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    • pp.251-254
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    • 2000
  • In this study, we investigated vertical distribution and seasonal changes of phytophlankton community in the Hae-Dong Reservoir from March 1999 to Feburary 2000. This reservoir is relativly small (surface area, 2.7 $km^2$) and is the source of drinking water supply to the eastern part of Pusan City. Samples were collected at 2 sites (1, 3, and 6 m; site 1, in front of the dam; site 2, inlet). The dominant group was Bacillriophyceae at both sites (over 63%), and other groups exhibited seasonal changes (high cyanobacterial density in summer; green algal communities in winter). Chrysophyceae and Dinophyceae were maintained lower level during the study period. Along the water depth, all classess of phytoplankton did not show distintive vertical distribution at both sites except during the blue-green algal bloom in the middle of July and late September. The phytoplankton community dynamics in the Hoe-Dong Reservoir was strongly affected by the hydrological factors such as concentrated precipitation and short retention time.

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덕산(德山) 정수장(淨水場)에서의 BAC Pilot plant에 관한 연구(硏究) (A study on the BAC pilot plant in the Duk-san water works)

  • 이상봉;김동윤;임정아;이원권
    • 상하수도학회지
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    • 제9권2호
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    • pp.97-107
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    • 1995
  • Today a conventional water treatment system has many problems. The ozone/GAC process, sometimes termed Biological Activated Carbon(BAC), appeared to be effective for the removal of soluble organic matters in the drinking water. The water quality of Nak-dong river in Pusan, generally shows BDOC 30-40% and NBDOC 60-70%. The pilot plant installed at the Duk-san water works that was been largest treatability(1,650,000ton/day) in Pusan. A experimental water in the pilot plant made use of the water after sand-filteration. Following results are drawn from this study. Initial adsorption velocity($DOC/DOC_o/T$) in the pure adsorption of GAG had a 0.0225, it's velocity changed to 0.006 after ozone added and the optimum ozone dose ranged of $1.4-2.0mgO_3/L$. A experimental water in the pilot plant composed with humic material(78%). Humic material composed with humic acid(20%) and fulvic acid(56%), and it's rate changed to 18 and 50% respectively after ozone added. DOC constantly decreased in the EBCTs and removal efficieny in the 15min of EBCT was 45-50%. It showed the largest removal rate of BDOC in the EBCT 5 and among the season, characteristics of removal varied. The HPC distributed over $10^6-10^7CFU/cm^3$ in the bed depth and among the season, distribution of HPC were differential.

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모델 상수관망에 형성된 초기 생물막에서 분리한 종속영양세균의 생장 동역학 및 염소 내성 (Growth kinetics and chlorine resistance of heterotrophic bacteria isolated from young biofilms formed on a model drinking water distribution system)

  • 박세근;김영관;오영숙;최성찬
    • 미생물학회지
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    • 제51권4호
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    • pp.355-363
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    • 2015
  • 본 연구에서는 염소 소독제를 함유한 수돗물을 수리학적 체류시간 2시간 수준으로 공급한 모델 상수관망에서 형성된 초기 생물막의 생장에 대해 연구하였다. PVC slide 표면에 형성된 세균 생물막의 비생장률(specific growth rate, ${\mu}$)은 총세균수와 종속영양세균수 기준으로 각각 $0.14{\pm}0.09day^{-1}$$0.16{\pm}0.08day^{-1}$로 측정되었으며, 생물막 형성 정도는 실험 개시 10일 후에 각각 $3.1{\times}10^4cells/cm^2$$6.6{\times}10^3CFU/cm^2$에 이르렀다. Bulk-phase 세균에 비해 훨씬 높은 생물막 형성 세균의 비생장률(${\mu}$)은 관망내에서 생물막 세균의 증식이 세균 재생장의 주된 요인으로 작용함을 의미하였다. 분리 배양된 생물막 균주들은 acetate 농도를 달리한 생장배지에서 얻어진 Monod 모델에서 특징적인 ${\mu}_{max}$$K_S$값을 보여주었다. 가장 낮은 ${\mu}_{max}$값을 보여준 Methylobacterium 균주는 느린 생장을 통해 염소 소독제 처리(0.5 mg/L, 10분간)에 대해 높은 내성을 나타내었다. 반포화상수(half-saturation constant) $K_S$값은 Sphingomonas 균주에서 다른 분리 균주들에 비해 100배 정도 낮게 측정되어 기질친화도가 매우 높게 나타났다. 이는 수돗물과 같이 영양물질의 농도가 매우 낮은 조건에서 생존할 수 있도록 적응된 절대 빈영양성 세균의 특징으로 판단된다. 비록 특징적인 ${\mu}_{max}$$K_S$값을 보이는 균주 만을 대상으로 수행되었지만, 이상의 결과는 상수관망에서 초기에 형성되는 복합 세균종으로 구성된 생물막에 대한 이해와 조절에 도움을 줄 수 있을 것으로 기대된다.

수질오염 감시체계 구축을 위한 수질 데이터의 통계적 예측 가능성 검토 (A Study on the Statistical Predictability of Drinking Water Qualities for Contamination Warning System)

  • 박노석;이영주;채선하;윤석민
    • 상하수도학회지
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    • 제29권4호
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    • pp.469-479
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    • 2015
  • This study have been conducted to analyze the feasibility of establishing Contamination Warning System(CWS) that is capable of monitoring early natural or intentional water quality accidents, and providing active and quick responses for domestic C_water supply system. In order to evaluate the water quality data set, pH, turbidity and free residual chlorine concentration data were collected and each statistical value(mean, variation, range) was calculated, then the seasonal variability of those were analyzed using the independent t-test. From the results of analyzing the distribution of outliers in the measurement data using a high-pass filter, it could be confirmed that a lot of lower outliers appeared due to data missing. In addition, linear filter model based on autoregressive model(AR(1) and AR(2)) was applied for the state estimation of each water quality data set. From the results of analyzing the variability of the autocorrelation coefficient structure according to the change of window size(6hours~48hours), at least the window size longer than 12hours should be necessary for estimating the state of water quality data satisfactorily.