• 한국식품과학회지
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• 제31권2호
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• pp.448-457
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• 1999

Citrus류 과실은 독특한 풍미와 영양적 가치로 인하여 전 세계적으로 널리 섭취되고 있다. 막을 이용한 과육 주스 가공시 혼탁 유발 물질을 제거하는 동시에 유기산, 당, ascorbic acid와 같은 주요 성분의 손실을 최소화하는 것이 중요하다. 본 연구에서는 감귤 주스 청징화에 가장 적합한 미세여과 막을 선정하기 위하여 surface filter인 Whatman No.4와 다섯 종류의 미세여과 막(GF/A, GF/D, GF/F, Gelman, SM)을 사용하였다. 과육에 3배의 물을 혼합한 감귤 주스를 170 mesh로 거른 후 미세여과 막이 장착된 Samduck 여과 시스템에서 막 분리하였다. 시간에 따른 flux와 HPLC로 분석한 여액내 유용성분 함량을 SAS 프로그램으로 통계처리하여 최적막을 선정하였으며 막 표면에 침착된 물질은 SEM으로 관찰하였다. 유의수준 0.10에서 시간 경과에 따라 GF/A와 GF/F 막의 flux는 감소하였으며 Gelman, SM, GF/D 막은 안정한 flux를 유지하였다. Citrate, malate 및 ascorbic acid의 농도로 대변되는 영약적 지표와 brix와 색도로 대변되는 구매 지표를 합한 종합적인 점수는 Gelman 막이 가장 높았다. 따라서, 미세여과법이 청징화시 매우 효과적인 공정이었으며 세공의 크기와 막 재질이 다양한 미세여과 막중 Gelman 막이 감귤 주스 청징화에 가장 적합한 막으로 판명되었다.

• 상하수도학회지
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• 제28권5호
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• pp.517-527
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• 2014

As sewer flooding frequents due to localized and concentrated stormwater and increased non-permeable surface area after urbanization, building cities with sound water recycle and accordingly efficient management of rainwater is demanded. To do this, the existing sewage (including rainwater) fee imposition system should be philosophically evaluated. This study presents problematic issues of the existing domestic sewage fee imposition system considering the principle of sharing costs on the service of sewage and rainwater collection and treatment. Four methods to improve the existing sewage fee imposition system are suggested: 1) imposing stormwater fee according to Polluter Pays Principle, 2) clarification of the share of public sector, 3) reducing or exempting the sewerage fee for inhabitants reducing urban runoff by constructing their own rainwater management facilities, 4) imposing charge for discharging rainwater to sewers due to new development action. Short, mid, or long term planning for rainwater management is recommended considering the situation of each municipality.

• 한국물환경학회지
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• 제24권6호
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• pp.682-689
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• 2008

The purpose of this study was to find out the variation between molecular size distribution (MSD) of natural organic matter (NOM) in raw waters after different water treatment processes like conventional process (coagulation, flocculation, filtration) followed by advanced oxidation process (ozonation, GAC adsorption). The MSD of NOM of Suji pilot plant were determined by Liquid Chromatography-Organic Carbon Detection (LC-OCD) which is a kine of high-performance size-exclusion chromatography (HPSEC) with nondispersive infrared (NDIR) detector and $UV_{254}$ detector. Five distinct fractions were generally separated from water samples with the Toyopearl HW-50S column, using 28 mmol phosphate buffer at pH 6.58 as an eluent. Large and intermediate humic fractions were the most dominant fractions in surface water. High molecular weight (HMW) matter was clearly easier to remove in coagulation and clarification than low molecular weight (LMW) matter. Water treatment processes removed the two largest fractions almost completely shifting the MSD towards smaller molecular size in DW. No more distinct variation of MSD was observed by ozone process after sand filtration but the SUVA value were obviously reduced during increase of the ozone doses. UVD results and HS-Diagram demonstrate that ozone induce not the variation of molecular size of humic substance but change the bond structure from aromatic rings or double bonds to single bond. Granular activated carbon (GAC) filtration removed 8~9% of organic compounds and showed better adsorption property for small MSD than large one.

• Corrosion Science and Technology
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• 제8권2호
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• pp.68-73
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• 2009

An evaluation of underwater - repair coating materials was based on the premise that defective areas of the existent epoxy coating such as blistering and cracking will be repaired on spot under submerged condition. Tests include the clarification as to whether they are compatible between as-built coating and new repair coating on each concrete specimen. Candidate coating materials for repair were tested in a laboratory to scrutinize their suitability to perform the needed function satisfactorily. The qualification tests performed are as a minimum as follows: Integrated radiation tolerance test, chemical resistance test (submerged condition in deionized water), hardness test and adhesion test of the repair materials. The proper repair coating materials were selected and approved from this test results.

• 환경위생공학
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• 제17권3호
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• pp.89-98
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• 2002

The changes of conventional clarification process and an increase in treatment cost are required to meet increasingly stringent regulations related to the treated water quality. Although many enhanced coagulations have introduced to improve organic matter removal, the results to remove color, nitrogen and phosphorus as well as organic material have not been very efficient yet. The removal of waste matters such as SS, organic matter, color and turbidity contained in dyeing wastewater was carried out by using the combination of calcium hydroxide and magnesium sulfate. The flocculation was investigated as a function of coagulant dose, pH, mixing time, settling time and coagulant addition modes such as the sequential addition of the two coagulants and the simultaneous addition of them. The flocculation by the combination of calcium hydroxide and magnesium sulfate was compared with that by aluminum sulfate. The mechanism of flocculation was investigated as well. About 84% of color in dyeing watewater was removed by flocculation with combination of calcium hydroxide and magnesium sulfate.

• 환경위생공학
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• 제17권4호
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• pp.10-18
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• 2002

The changes of conventional clarification processe and an increase in treatment cost are required to meet increasingly stringent regulations related to the treated water quality. Although many enhanced coagulations have introduced to improve organic matter removal, the results to remove color, nitrogen and phosphorus as well as organic material have not been very efficient yet. In this context as new flocculation using calcium hydroxide and magnesum sulfate was carried out. The removal of waste matters such as SS, organic matter, COD, nitrogen and phosphorus contained in stock wastewater was carried out by using the combination of calcium hydroxide and magnesium sulfate. The flocculation was investigated as a function of coagulant dose, pH, mixing time, settling time and coagulant addition modes such as the sequential addition of the two coagulants and the simultaneous addition of them. The flocculation by the combination of calcium hydroxide and magnesium sulfate was compared with that by aluminum sulfate. The mechanism of flocculation was investigated as well. About 60% of COD in stock watewater was removed by flocculation with combination of calcium hydroxide and magnesium sulfate.

• 한국습지학회지
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• 제2권2호
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• pp.109-116
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• 2000

The equipment of a landfill need whole cut off facilities so that leachate generated from the landfill primarily do not leak to the ocean. Also, the whole collected leachate need a consecutive clarification treatment to discharge. A method is considered the best among the three alternatives. The merits of this method are as follows; have no secondary pollution. can cut down the expense of treatment, have good effects on preventing external leakage, don't need a leachate well, reliable quality control and easy post management. The weaknesses of this method are as follows; need a thorough survey about underground water and quality of the soil, need a special process to use as the land.

• 국제강구조저널
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• 제18권4호
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• pp.1167-1176
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• 2018

Steel cylindrical tanks are widely used for the storage of hazardous substances of which leakage must be prevented under any circumstances. However, the dynamic response of the steel cylindrical liquid storage tank depends sensitively on the fluid-structure interaction and the vibration of the tank structure and necessitates clarification for the safety of the tank structure. This paper presents the results of shaking table tests performed to examine the dynamic behavior of a scaled cylindrical steel tank model considering the presence or not of fixed roof and added mass at the top of the tank for various fluid levels. The test results confirm the occurrence of both beam-type and oval-type vibration modes and show that the larger content of liquid inside the container amplified the acceleration along the height of the cylindrical tank. The oval-type vibration modes are seen to be more dominant in case of large water-to-structure mass ratio.

• Ecology and Resilient Infrastructure
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• 제7권1호
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• pp.15-25
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• 2020

본 연구는 사회환경적 문제의 해결방안으로서 새롭게 등장한 자연기반해법 (NbS) 개념을 물관리에 초점을 맞추어 생태계에 기반을 둔 기존 유사개념들과 비교, 평가한 것이다. NbS는 (자연)생태계 기능이 사회환경문제 해결에 활용하기 위한 기존의 다양한 접근방법들을 포괄적으로 대표할 수 있다는 점에서 그 의미가 있으며, 특히 교육적, 설득적인 면에서 유익한 개념이다. 그러나 물관리 측면에서 접근방법론은 특히 Eco-DRR을 포함하는 광의의 그린인프라와 실제 크게 다르지 않다. 다만 협의의 그린인프라는 현재 우수관리에 초점을 맞추고 있기 때문에 NbS 개념은 여전히 유용하다. 물관련 제 방법론은 개념적, 공간적 포괄성 관점에서 NbS-(EE)-BGI-(CRT)-GI-LID 순으로 표시할 수 있다. 마지막으로, LID 용어는 토지개발사업과 같이 특정한 경우를 제외하고 혼돈스럽지 않도록 그린인프라 용어로 대체할 수 있을 것이다.

• 상하수도학회지
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• 제20권5호
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• pp.747-753
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• 2006

Air flotation is a solid-liquid separation process that utilizes up-flow microbubbles to thicken activated sludge and enhance clarification efficiency. Continuous air flotation experiments were performed to investigate the effect of operation parameters such as initial MLSS (mixed liquor suspended solid) concentration, air pressure, surface loading rate, air to solid (A/S) ratio, and flotation time on thickening efficiency. An initial activated sludge concentration ranged from 3,000 to 12,000mgSS/L and thickened sludge concentration varied from 6,400 to 28,100mgSS/L. The result showed that the thickening efficiency was mainly dependent on surface loading rate, A/S ratio, and flotation time. The pressure did not affect the thickening efficiency when it kept in the range of 1.6 to 1.8 bar. Experimental results showed that the thickening efficiency of activated sludge was increased only when the feed sludge concentration exceeded 5,000mgSS/L and the thickened concentration was over 20,000mgSS/L. At this time, SS concentration in the clarified liquid was ranged from 5 to 10mg/L.