• 상하수도학회지
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• 제18권5호
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• pp.619-627
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• 2004

Purposes of this study were to examine closely the extracellular polymeric substances (EPS) which was a membrane fouling contaminant, to control detected EPS by powdered activated carbon (PAC) dosage etc. and to evaluate the possibility of practical reuse facility. With high removal efficiency of general pollutants, when the PAC is added to MBR, improvement of removal efficiency of $COD_{cr}$, and color was expected and treated wastewater can be reused. It was judged that the correlation between EPS and membrane fouling was very high. Carbohydrate and DNA in the EPS were judged to be cause of membrane fouling. If EPS could be controled, not only membrane fouling would be decreased but also operation time would be extended. In experiment of powdered activated carbon (PAC), characteristics of the best PAC for membrane fouling control were the particle size of $7{\mu}m$, lodine Number of 1,050, surface area of peat of $1,150m^2/g$. In lab test, operation time of MBR by PAC dosage of 200mg/gVSS was longer than one of MBR by without PAC dosage. Because EPS, especially carbohydrate and DNA, was controled successfully by PAC, membrane fouling in MBR could be decreased.

• 한국환경과학회지
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• 제23권5호
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• pp.853-859
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• 2014

The purpose of this study was to improve low digestibility in anaerobic digestion facility of the sewage treatment plant. To perform this research, sludge digestion and digestion gas purification facilities in sewage treatment plant was applied. In the result of this study, it was very effective for sludge reduction from the improvement of digestive efficiency. In addition, it was confirmed that high purity $CH_4$ (methane) was produced. This results can be useful as basic data to improve the low digestibility in anaerobic digestion processes.

• 환경위생공학
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• 제24권3호
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• pp.28-36
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• 2009

We have closely examined the concentration change characteristics, emission amounts, and the material balance of hazardous air pollutants at both early and later stages of the prevention facilities. These results will be uses as the basic data when preparing for the regulatory and management plans for hazardous air pollutants. The results of the study on heavy metals illustrated that the content of heavy metals in sludge across five facilities were as follows: copper> zinc> chrome> nickel> cadmium> mercury. In terms of heavy metal content in swage sludge, the sludge in incinerating facilities other than the sludge in the D incinerating facility containing industrial water waste, was examined in order to satisfy the ocean contamination standard and fertilizer specifications. Most of the items were shown to have satisfied the emission tolerance standards in the latter part of the prevention facilities(The average elimination rate was over 90%). Therefore, it is concluded that swage sludge containing high-concentrate heavy metals needs to be incinerated rather than recycled as fertilizer.

• 한국물환경학회지
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• 제33권1호
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• pp.90-96
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• 2017

Many sewage treatment plants have applied the advanced technology of chemical coagulant system to remove phosporus in Korea. However there are some problems for the injection of optimum coagulant dosage. In order to solve these problems, the research related to the more cost-effective automatic total phosphorus coagulation control system using an EC(Electrical Conductivity) have been in progress. This study was conducted by the same process and operation method as the Lab-scale for public small town sewage treatment plant. First, it confirmed the correlation among the EC, PO4-P and coagulant dosage in the Lab-scale MSBR(Membrane Sequencing Batch Reactor) process. Next, it analyzed that correlation coefficient of EC and the coagulant dosage was 0.92 in the Full-scale MSBR process. As a result, not only T-P removal efficiency was doubled but also it satisfied the effluent water quality standard in a stable manner. In addition, by applying the automatic control system using the EC, compared to the fixed coagulant injection system the coagulant dosage could be reduced by 28%.

• 상하수도학회지
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• 제25권1호
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• pp.51-61
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• 2011

A project constructing sewerage facilities in 9 upstream areas of 7 multi-purpose dams will have been completed by 2011. After all constructing and retrofitting of the new and the existing sewerage facilities, integrated management system with operation and control functions for the each levels of facilities will also be utilized. In this study, we studied how to compose the organization taking responsibility of the integrated management system and analysed human resources saving effect against conventional method of individual management of each sewerage facility. As a result, a method estimating the human resources in employing the integrated management among several sewerage facilities at upstream areas of dams were presented and some 23% of human resources could be saved by integrated management. Commissioning to a specialized public institute showed the highest B/C ratio of 4.5 among commissioning to local public corporations, commissioning to private corporations, and role-sharing partnership, etc.

• 한국막학회:학술대회논문집
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• 한국막학회 1998년도 제6회 하계 Workshop (98 한국막학회, 국립환경연구원 국제 Workshop, 수자원 보전과 막분리 공정)
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• pp.95-112
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• 1998

Water quality in the public water course has been polluted more seriously than ever before due to the increase of the number and aremount of pollution sources such as domestic and industrial wastewater. For water quality conservation, the Korean government has been trying to construct sewage treatment facilities continually, of which treatment capacity reached to 11,452,400m$^{3}$/day in 1996. Night soil treatment facilites of m nationwide have the treatment capacity of 24,038m$^{3}$/day. But water quality has not been improved because the sewer systems were insufficient and the treatment efficiencies of sewage were not high, enough. For renovation of water quality, miscellaneous domestic wastewater must be treated because 27g BOD/day out of total 40g BOD/person-day come from miscellaneous wastewater, comparing to 13g BOD/day from night soil. However, sole treatment purifier treat only night soil from the flushing toilet. Therefore, it may be desirable to treat the miscellaneous domestic wastewater and the night soil from flushing toilet together by joint treatment purifier system as on-site domestic wastewater treatment technology. In Korea, the joint treatment purifier system, introduced in 1997, have the benefit as follows; i) good water poiluion control effect, ii ) good effect on river water flow, iii) water pollution control with sewage treatment facility, and iv) rapid pollution control effect, etc. In order to achieve a good effect as stated before, i ) strengthening effluent guideline including BOD, nitrogen and phosphorus, ii ) specializing operation to maintain high performance, and iii) supporting its construction and maintenance costs by the governmental level may be necessary: In addition, automation system of joint treatment purifier, technology for its package and compactness, and a new bio-media bio-filter with higher capacity should be further developed in agreement with a more stringent effluent guideline.

• 상하수도학회지
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• 제30권3호
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• pp.233-240
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• 2016

Control degree and property changes of dissolved organic matter (DOM) were conducted by coagulation of chemical treatment for 2 sewage treatment plants with different technical methods. As the result, SUVA value of the second treated water (supernatant of the second settling pond after biological treatment) was increased and DOC was reduced in comparison with supplied raw water. And, SUVA value and DOC were reduced by coagulation after coagulation treatment of the second treated water. Properties of dissolved organic matter for 2 sewage treatment plants's DOC were divided. As the result, there was lots of hydrophilic component with hydrophilicity in case of plant A. In case of the second treated water, Plant A showed fulvic acid with little molecular weight was reduced among the hydrophobic component with hydrophobicity, but numic acide with lots of molecular weight was increased. However, in case of plant B, both fulvic acid with little molecular weight and humic acid with lots of molecular weight were increased among the hydrophobic components with hydrophilicity. Before the operation of phosphorus facility, properties of dissolved organic matter after biodegradation with effluent water showed hydrophilic components were reduced and hydrophobic components were increased. However, after coagulation treatment of the second treated water, hydrophilic components and hydrophobic components were outstandingly decreased or increased. During the biodegradation after coagulation treatment, hydrophilic components were significantly decreased and hydrophobic components were increased.

• 대한환경공학회지
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• 제35권1호
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• pp.23-30
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• 2013

슬러지 처분비용은 하수처리장 운영에 있어서 중요한 경제적 요소이다. 더욱이, 2013년부터 유기성 폐기물의 해양투기가 금지되면서 대부분의 슬러지가 육상 처리 되어야 하기 때문에 슬러지의 발생량을 줄이는 것이 시급한 상황이다. 본 연구에서는, 초음파와 전기장 처리에 의한 하수슬러지의 탈수성 향상을 확인하고자 하였다. 슬러지는 pilot-scale의 전처리 장치로 초음파와 전기장 단독처리 그리고 초음파 및 전기장 병합처리 되었으며, 처리 후 lab-scale 필터프레스 장치로 탈수되었다. 실험한 초음파 에너지 밀도 범위는 225~1,200 kJ/L였고 전기장 처리장치는 4.5~24 kJ/L였다. 초음파 단독처리와 초음파 및 전기장 병합처리 된 슬러지의 탈수 cake 함수율은 에너지 밀도 1,200 kJ/L일 때, 처리하지 않은 슬러지보다 각각 10~12% 감소하였으며 이 때 슬러지 함수율은 65~66%였다. 초음파 및 전기장 병합처리가 초음파 단독처리보다 탈수된 슬러지 cake의 함수율을 낮추는데 효과적이었으나, 전기장 단독처리의 경우 에너지 밀도가 낮아 함수율의 변화는 거의 없었다.

• 한국지반환경공학회 논문집
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• 제10권2호
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• pp.37-43
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• 2009

우리나라는 경제발전과 더불어 하수종말처리장과 음식물쓰레기처리시설의 수가 꾸준히 증가해왔다. 이들 시설들은 상수원 수질보전과 음식물쓰레기 재활용과 같은 긍정적인 역할을 수행하지만 한편으로는 심각한 악취문제를 유발해 인근주민들의 쾌적한 생활을 해치고 있는 실정이다. 이에 본 연구에서는 부산시 환경기초시설에서 발생되고 있는 탈수슬러지케잌 및 음식물쓰레기샘플을 채취, 황화수소 발생 가능량을 예측함과 동시에 발생 가능량이 많을 것으로 나타난 1개 시료를 선정하여 실험실 규모의 Flux Chamber 실험을 통해 대기 시료를 포집하여 GC/FPD분석을 실시, 혐기성 상태일 때 이들 처리장폐기물에서 대기 중으로 배출하는 황계열 악취물질에 대한 배출농도 측정결과를 제시하고자 하였다. 황화수소발생량이 가장 많은 시료는 녹산 하수처리장의 슬러지 샘플로 농도가 156.18mg/kg이었고, GC/FPD로 분석을 실시한 결과를 토대로 악취농도지수(Odor Quotient)를 산정해 본 결과 개별 악취물질중 $CH_3SH$(methylmercaptan)이 총악취농도지수에서 차지하는 비율이 47.3%로 가장 주요 악취원인물질로 나타났다.

• 헤리티지:역사와 과학
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• 제51권4호
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• pp.120-145
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• 2018

본고의 목적은 유구의 발굴조사로 확인된 자료를 활용하여 경복궁의 배수시설을 파악해보는 데 있다. 궁궐의 원활한 배수를 위한 여러 노력은 창건기 경복궁에서부터 지속되었음을 사료를 통해 파악할 수 있다. 창건기 당시 경복궁의 모습을 확인할 수 있는 도형은 남아있지 않지만, 영조대 이후 제작된 도형을 통해 추정해 볼 수 있으며, 중건 이후의 모습은 "경복궁전도", "경복궁도", "북궐도형" 등을 통해 확인할 수 있다. 문화재청이 고종대 중건 경복궁을 복원 기준으로 삼고 있기에, 본고 역시 고종대의 경복궁 배수 시설에 초점을 맞추어 연구를 진행하였다. 이 중 본고에서는 침전, 태원전, 건청궁, 소주방, 함화당 집경당 영훈당, 흥복전 등 여섯 권역의 집수정과 암거를 분석해 보았다. 경복궁은 중심전각과 주변행각으로 구성된 여러 개의 권역으로 구성되는데, 배수 역시 각각의 행각과 전각에서 시작하여 권역별 중심배수로로 합수되는 방식임이 확인되었다. 기본적으로 중심배수로는 개방형 어구로 연결되고 어구로 나온 물은 최종적으로는 수문으로 출수되는 형태가 확인되는데, 이러한 일련의 과정은 경복궁의 구지형을 이용한 자연배수와 인공배수를 조화하기 위한 배치로 보인다. 배수가 시작되는 집수정은 생활하수가 다수 발생하는 지역에 설치되기도 하지만, 대부분은 행각과 행각, 행각과 담장이 접하는 모퉁이에 주로 설치되는 것이 확인 되었다. 이는 지붕의 낙수 처리와 생활하수 처리를 고려한 배치로 판단되며, 특히 생활하수의 처리를 위해 행각이 끝나는 부분에 주로 주(廚)칸을 설치하는 모습도 관찰되었다. 이러한 배수시설의 설치는 경복궁의 배수가 일련의 계획 하에 매우 치밀하게 구성되었을 가능성을 보여준다.