• 한국토양비료학회지
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• 제44권2호
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• pp.263-270
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• 2011

주암호 상수원 상류지역에 위치한 복내 바이오파크 인공습지의 수생태학적 효율 향상을 위한 관리 방안을 제시하기 위하여 시기별, 계절별 및 오염물질 부하량별 수처리 효율을 평가하였다. 유입원수의 BOD, SS, T-N 및 T-P의 함량은 각각 1.87-4.23, 5.2-24.0, 4.94-15.59 및 $0.10-0.75mg\;L^{-1}$ 범위이었으며, 연평균 처리효율은 BOD, SS, T-N 및 T-P가 각각 26, 43, 62 및 83%로서 BOD 처리효율은 낮았으나 T-N과 T-P 처리효율은 매우 높았다. 계절별 수처리 효율은 전반적으로 동절기에 비하여 하절기에 높았으며 T-P의 처리효율은 계절적인 차이 없이 비교적 일정하게 높은 처리효율을 보였다. 인공습지 구성시스템별 오염물질 부하량에 따른 오염물질 처리량은 BOD는 침강지 > 습지조 > 마이크로폴, T-N과 SS는 습지조 > 침강지 > 마이크로폴 순이었으며 T-P의 경우에는 습지 구성 시스템별 큰 차이 없이 비교적 일정한 처리량을 보였다.

• 한국환경과학회지
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• 제10권1호
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• pp.65-71
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• 2001

HRP(high rate pond) which had kept the manufactured clay of 3cm-thickness as benthic clay in reactor and the 6 flat-blade turbine as impeller for agitation was named HRASP(high rate algae stabilization pond). And the experiment for treatment of artificial synthesis wastewater containing COD :300mg/$\ell$, NH$_3$-N : 300mg/$\ell$, T-P : 9mg/$\ell$ as nutrients was been performed successfully. This reactor was been operated under conditions : 24hrs.-irradiation and water temperature, $25^{\circ}C$ and pH 7 and agitation velocity, 15, 30, 45rpm and the effect of agitation velocity on algal bioaccumulation of nutrients was been studied with view point of fluid dynamics. The next followings could be obtained as results. 1. The agitation with a turbine impeller blade in HRASP makes clay particle indicate superior suspension effect by means of forming of excellent curl/shear flow in reactor. 2. The excessive suspension of clay particle which is created at 45rpm as rotation velocity of impeller blade of turbine disturbs the light penetration and algal photosynthesis reaction. 3. Efficiencies for removal of nutrients come out as COD : 93.9%~94.3%, ($NH_3-N + NO_3-N$) : 81.9%~99.0%, T-P : 46.8%~53.6%. 4. Kuo values of $K_1$for algal growth come out seperately as 15rpm : $1.876{\times}10^{-2}, 30rpm : 4.618{\times}10^{-3}$. 5. Kuo values of $K_2$for removal of N, P come out seperately as 15rpm : $8.403{\times}10^{-1}$ and $1.397{\times}10^{-1}$, 30rpm : $4.823{\times}10^{-1} and 2.052{\times}10^{-1}$. 6. It can be guessed easily that the excessive agitation can inhibit the algal and bacterial symbiotic reaction if it is considered that micro organism\` sense to preservation of life is relied on natural function of metabolism. Therefore the studies for this matter should be followed continuously.

• 한국환경보건학회지
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• 제28권1호
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• pp.51-65
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• 2002

This study was carried out to apply some basic physical and chemical treatment options including Fenton's oxidation, and to evaluate the performances and the characteristics of organic and nitrogen removal using lab-scale biological treatment system such as complete-mixing activated sludge and sequencing batch reactor(SBR) processes for the treatment of leachate from a municipal waste landfill in Gyeongnam province. The results were as follows: Chemical coagulation experiments using aluminium sulfate, ferrous sulfate and ferric chloride resulted in leachate CO $D_{Cr}$ removal of 32%, 23% and 21 % with optimum reaction dose ranges of 10,000～15,000 mg/$\ell$, 1,000 mg/$\ell$ and 500～2,000 mg/$\ell$, respectively. Fenton's oxidation required the optimum conditions including pH 3.5, 6 hours of reaction time, and hydrogen peroxide and ferrous sulfate concentrations of 2,000 ～ 3,000 mg/$\ell$ each with 1:1 weight ratio to remove more than 50% of COD in the leachate containing CO $D_{Cr}$ between 2,000 ～ 3,000 mg/$\ell$. Air-stripping achieved to remove more than 97% of N $H_3$-N in the leachate in spite of requiring high cost of chemicals and extensive stripping time, and, however, zeolite treatment removing 94% of N $H_3$-N showed high selectivity to N $H^{+}$ ion and much faster removal rate than air-stripping. The result from lab-scale experiment using a complete-mixing activated sludge process showed that biological treatability tended to increase more or less as HRT increased or F/M ratio decreased, and, however, COD removal efficiency was very poor by showing only 36% at HRT of 29 days. While COD removal was achieved more during Fenton's oxidation as compared to alum treatment for the landfill leachate, the ratio of BOD/COD after Fenton's oxidation considerably increased, and the consecutive activated sludge process significantly reduced organic strength to remove 50% of CO $D_{Cr}$ and 95% of BO $D_{5}$ . The SBR process was generally more capable of removing organics and nitrogen in the leachate than complete-mixing activated sludge process to achieve 74% removal of influent CO $D_{Cr}$ , 98% of BO $D_{5}$ and especially 99% of N $H_3$-N. However, organic removal rates of the SBR processes pre-treated with air-stripping and with zeolite were not much different with those without pre-treatment, and the SBR process treated with powdered activated carbon showed a little higher rate of CO $D_{Cr}$ removal than the process without any treatment. In conclusion, the biological treatment process using SBR proved to be the most applicable for the treatment of organic contents and nitrogen simultaneously and effectively in the landfill leachate.e.

• 한국토양비료학회지
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• 제45권4호
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• pp.642-648
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• 2012

주암호 상수원 상류지역인 죽산천에 위치한 죽산천 인공 습지의 수생태학적 특성을 평가하기 위해 수질에서의 영양 염류 처리효율, 수생식물의 무기성분 흡수량 및 퇴적물내 화학적 특성을 평가하였다. 수질에서의 영양염류 처리효율은 COD와 SS를 제외하고 전반적으로 낮았다. 죽산천 인공 습지의 주요 우점종의 영양염류 흡수량을 조사한 결과, T-N 및 T-P 흡수량은 8월에 노랑꽃창포 > 수련 > 노랑어리 연꽃 순으로 최대흡수량을 나타내었다. 퇴적물내 O.M 함량은 시기별로 큰 차이가 없었고, T-N 및 T-P의 함량은 봄에서 여름으로 시기가 변함에 따라 낮아져서 겨울까지 낮은 함량을 유지하였다. 퇴적물내 microbial biomass C:N:P의 비율은 봄, 여름, 가을 및 겨울이 각각 117~140:1~4:1, 86~126:5~6:1, 68~101:2~6:1 및 47~138:2~4:1로 나타났다. 죽산천 인공습지는 질소와 인의 처리효율이 낮고, 겨울철 수질 정화효율이 낮아 습지의 정화효율 향상을 위한 개선이 필요할 것으로 판단된다.

• 한국환경과학회지
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• 제27권6호
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• pp.447-456
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• 2018

In this research, the target process was a modified type of a conventional aeration tank with four different influent feeding points and alternated aeration to obtain nitrogen removal. For more accurate switching of influent feeding, the process was operated under a designed control strategy based on monitoring of $NH_4-N$ and $NO_X-N$ concentrations in the tank. However, the strategy did have some limitations. For example, it was not sensitive to detecting the end of each reaction when losing the balance between nitrification and denitrification of each opposite part of biological tank. To overcome the limitations of the existing control strategy, a diagnosis-based control strategy was suggested in this research using the diagnosis results classified as normal (N), ammonia accumulation (AA) and nitrate accumulation (NA). Using the pre-designed rules for control actions, the aeration and volume of the aerated part of the reactor could be increased or decreased at a fixed mode time. In simulations of the suggested diagnosis-based control strategy, the $NH_4-N$ and $NO_X-N$ removal rates in the reactor were maintained at higher levels than those of the existing control strategy.

• 한국물환경학회지
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• 제22권2호
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• pp.358-363
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• 2006

KSMBR process is dynamic state advanced wastewater treatment applied with Trisectional Aeration (TSA) mode combined with membrane. TSA was remodeled conventional intermittent aeration which was operated nonaeration-aeration. TSA operates nonaeration ($N_1$) - aeration (A) - nonaeration ($N_2$) in Trisectional Aeration Reactor (TAR). Organics of influent could be nearly consumed to denitrification without influence by remained DO in TAR and it could be operated about sludge return ratio of 1Q (influent base). The purpose of this study was to apply KSMBR to the full-scale plant and to evaluate efficiency of nitrogen and phosphorus removal and TSA operation. The result of this study, average CODcr/T-N and CODcr/T-P ratio were 7.8 and 59.6, respectively. BOD, TCODcr, SS, T-N, T-P, E-coli removal efficiency were 98.4, 95.2, 73.0, 69.6, 99.95 %, respectively. KSMBR obtained high removal efficiencies of C, N and P when it applied full-scale plant.

• 환경영향평가
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• 제28권6호
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• pp.549-555
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• 2019

본 연구의 목적은 기능성 여재를 활용하여 부영양화의 원인 물질인 인(P)과 질소(N)의 제거효율을 향상 시킬 수 있는 최적의 운전 조건을 확보하기 위함이다. 본 연구에 사용된 기능성 여재의 주성분이 Si, Al, 및 Fe 이고, 석영(SiO₂), 정장석(KAlSiO₃O₈), 할로이사이트(Al₂O₃·2SiO₂), 카올린(H₃Al₂Si₂O₉), 자철석(Fe₃O₄), 버미큐라이트 등이 함유되어 있다. 여과공정의 최대 효율성을 파악하기 위해 흐름방식, 선속도, 여재두께에 따른 처리효율 실험을 진행하였다. 흐름방식은 상향류 및 하향류 조건의 두 가지 실험을 진행하였고, 선속도는 50 m/day, 100 m/day, 150 m/day, 200 m/day, 250 m/day의 조건, 여재두께는 20 cm, 40 cm, 50 cm, 60 cm, 80 cm의 조건에서 실험을 진행 하였다. 실험 결과 SS, T-N, T-P 모두 상향류 조건이 하향류 조건보다 높은 제거효율을 보였고, 선속도별 처리 효율은 SS 50 m/day, T-N 150 m/day, T-P 100 m/day에서 가장 높은 효율을 보이는 것으로 나타났다. 또한 여재두께에 따른 제거효율 분석 결과 SS, T-N, T-P 모두 60 cm에서 가장 높은 효율을 보이는 것으로 나타났다. 최적의 조건은 상향류 조건 및 60cm의 여재 두께를 설정하고 제거 목표 물질에 따라 선속도를 조절하여 처리 하는 것이 바람직하다고 사료된다.

• 한국재료학회:학술대회논문집
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• 한국재료학회 2003년도 추계학술발표강연 및 논문개요집
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• pp.23-23
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• 2003

GaN-related semiconductors are of great technological importance for the fabrication of optoelectronic devices, such as blue and ultra violet light emitting diodes (LEDs), laser diodes, and photo-detectors. One of the most important applications of GaN-based LEDs is solid-state lighting, which could replace incandescent bulbs and ultimately fluorescent lamps. For solid-state lighting applications, the achievement of high extraction efficiency in LED structures is essential. For flip-chip LEDs (FCLEDS), the formation of low resistance and high reflective p-GaN contact is crucial. So far, a wide variety of different methods have been employed to improve the ohmic properties of p-type contacts to GaN. For example, surface treatments using different chemical solutions have been successfully used to produce high-quality ohmic contacts, Metallization schemes, such as Ta/Ti contacts to p-GaN, were also investigated. For these contacts, the removal of hydrogen atoms from the Mg atoms doped n the GaN was argued to be responsible for low contact resistances.

• 환경위생공학
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• 제16권1호
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• pp.102-107
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• 2001

This research was carried out investigate the removed T-P, T-N and anion surfactants using Autoclaved Lightweight Concrete(ALC) in wastewater treatment system. Effects of pH, TDS on aqueous solution was measured. Specific area which measured by BET was $27.66m^2/g$. The phosphorous, nitrogen and anion surfactants removal efficiencies were examined by using artificial waste water(T-P : 66~73mg/L, T-N : 56~136mg/L and anion surfactants : 10~31mg/L). The results showed that the ALC was effective material as a adsorbent due to the structure and porosity. It was found that anion surfactants removed was 85~95%, phosphate removed was 92% and nitrogen removed was 90% in artificial wastewater. Agitation process was more effective than aeration process in that case of nitrogen removal system using ALC.

• KSBB Journal
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• 제14권1호
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• pp.51-57
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• 1999

양어장 순환수 속의 암모니아성 질소를 제거하기 위하여 PVA를 boric acid. 처리법과 ethanol 처리법 및 freezing-thawing 처리법으로 제조된 구형 bead와 칼럼형 bead에 이들을 이용한 질화균군을 고정화 시켰다. 유가식 배양에서는 boric acid 처리법으로 제조된 구형 bead가 유동층 반응조에서 사용하기에 성상면에서나 암모니아 제거율에서 가장 이상적이었으며, 90일 동안의 유동층 반응기에서 운전하였으나 bead의 성상이나 효율은 변화없이 일정하였다. Boric acid 처리법으로 제조된 bead를 충전한 연속 빈용기에서의 암모니아성 질소 제거에 대한 실험에서 수리학적 체류시간이 0.6시간에서 암모니아 제거 속도는 31.9g $NH__3-N/m^3$/day였으며 제거효울은 36% 였다. 연속 반응기내에 2mg/L의 암모니아가 주입되고 공기량을 0.1vvin으로 공급하더라도 용존산소 농도를 4,64~5.40mg/L로 유지할수 있었으므로 질산화에 필요한 용존산소를 충분히 유지할 수가 있는 것으로 나타났으며 pH는 7.7~7.9의 범위를 유지할 수가 있어 pH에 따른 위해 요소는 없는 것으로 나타났다.