• 한국환경농학회지
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• 제31권4호
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• pp.378-380
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• 2012

BACKGROUND: In Korea, green manure has been cultivated for reducing chemical fertilizer application, maintaining soil fertility, and feeding livestock in winter season. We evaluated the phosphate balance under green manure-rice cultivating system with different removal rates of green manure for maintaining soil fertility. METHODS AND RESULTS: The barley and hairy vetch mixture was selected as the green manure in this study. The barley and hairy vetch was sowed at a rate of 135 and 23 kg/ha, respectively, without fertilizer application. Total aboveground biomass was 12000 (barley: 5400 kg/ha, hairy vetch: 6600 kg/ha) kg/ha, and these green manure were incorporated with different input rates before rice planting. The input rates of green manure in this study were 0 (NPK+0%), 25 (NPK+25%), 50 (NPK+50%), 75 (NPK+75%) and 100 % (NPK+100) and the standard fertilization (NPK) without green manure cultivation. All treatments were applied with standard fertilizer (N-P-K: 90-19.6-48.3 kg/ha) before rice planting. The highest rice yield was observed in NPK+50% which was 20% higher compared with NPK. The phosphate balance with different incorporation rates of green manure was-104.0,-76.8,-52.9,-27.4, and 6.0 kg/ha for NPK+0%, NPK+25%, NPK+50%, NPK+75%, and NPK+100%, respectively. CONCLUSION(S): The use of green manure for livestock feeding in green manure-rice cropping systems could remove a huge amount of phosphate. This cropping system strongly requires phosphate application before green manure seeding for maintaining soil fertility.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2011년도 추계학술발표대회 논문집
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• pp.245-248
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• 2011

Many researches have been carried out to improve light absorption in the crystalline silicon solar cell fabrication. The rear reflection is applied to increase the path length of light, resulting in the light absorption enhancement and thus the efficiency improvement mainly due to increase in short circuit current. In this paper, we manufactured the silicon solar cell using the mono crystalline silicon wafers with $156{\times}156mm^2$, 0.5~3.0 ${\Omega}{\cdot}cm$ of resistivity and p-type. After saw damage removal, the dielectric film ($SiN_x$)on the back surface was deposited, followed by surface texturing in the KOH solution. It resulted in single-side texturing wafer. Then the dielectric film was removed in the HF solution. The silicon wafers were doped with phosphorus by $POCl_3$ with the sheet resistance 50 ${\Omega}/{\Box}$ and then the silicon nitride was deposited on the front surface by the PECVD with 80nm thickness. The electrodes were formed by screen-printing with Ag and Al paste for front and back surface, respectively. The reflectance and transmittance for the single-sided and double-sided textured wafers were compared. The double-sided textured wafer showed higher reflectance and lower transmittance at the long wavelength region, compared to single-sided. The completed crystalline silicon solar cells with different back surface texture showed the conversion efficiency of 17.4% for the single sided and 17.3% for the double sided. The efficiency improvement with single-sided textured solar cell resulted from reflectance increase on back surface and light absorption enhancement.

• 한국콘텐츠학회논문지
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• 제20권8호
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• pp.674-684
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• 2020

하수의 종류(생활하수, 축산폐수) 및 다양한 처리 공정에 따른 미생물군집구조를 비교하기 위해 A2O공법으로 운영되는 생활하수처리시설(안심·서부·신천)의 10개 생물학적 반응조와 축산폐수처리시설의 활성슬러지를 채취해 DNA 유전체를 추출한 후 세균은 프라이머 27F/518R, 고세균의 경우, 프라이머 Arch519F/A958R를 이용해 유전체를 증폭시켰고 그 염기서열을 Roche 454 GS-FLX Titanium을 이용한 pyrosequencing 법으로 분석하였다. 그 결과, 생활하수와 축산폐수에 따른 미생물 군집구조의 차이는 컸지만 A2O공법에 따른 산소 유무 등의 환경 변화와 관련된 군집구조의 변화는 크지 않았다. 혐기조 및 무산소조 반응조들에서만 분석한 고세균 군집 결과에서는 동일 하수처리시설의 반응조들의 고세군군집들끼리만 모이는 하수처리시설별 집괴현상을 나타냈다. 세균다양성 및 종 풍부도가 높은 서부처리시설이 다른 시설보다 더 높은 질소 및 인 제거율을 나타냈다.

• 한국농공학회지
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• 제39권3호
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• pp.64-71
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• 1997

Floating aquatic plant system using water hyacinth was applied to examine feasibility as a wastewater treatment system for the industrial complex in rural area. The wastewater from the industrial complex does not likely contain toxic pollutants because the industries which generate wastewater with toxic compounds are not allowed to move in. Pilot plant was installed at Baeksuk Nongkong Danzi in Chunahn-City, Chunchungnam - Do , and field study was performed during summer and fall of 1996. Hydraulic loading rate was 0. $0.19m^3/m^2$.day. The effluent concentration of DO was higher than influent, and it implies that 0.6m depth reactor was reaerated enough to increase DO level. The influent concentration of BOD varied significantly from less than 30 to 120mg/${\ell}$ during the study period, however, effluent concentrations were generally lower than the water quality standard and removal efficiency was up to 85%. The influent concentration of COD also showed wide variation from less than 40 to 160mg/${\ell}$ and effluent concentration was higher than water quality standard when influent concentration was over l00mg/${\ell}$. The influent concentrations of T-N and T-P were lower than water quality standard and no further treatment was required, and these compounds were also removed in the system. Although some improvement and refinement are still required, overall* the floating aquatic plant system was proved to be feasible to apply to treat wastewater from industrial complex in rural area.

• Restorative Dentistry and Endodontics
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• 제39권2호
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• pp.104-108
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• 2014

Objectives: To evaluate the effect of passive ultrasonic agitation on the cleaning capacity of a hybrid instrumentation technique. Materials and Methods: Twenty mandibular incisors with mesiodistal-flattened root shape had their crowns sectioned at 1 mm from the cementoenamel junction. Instrumentation was initiated by catheterization with K-type files (Denstply Maillefer) #10, #15, and #20 at 3 mm from the working length. Cervical preparation was performed with Largo bur #1 (Dentsply Maillefer) followed by apical instrumentation with K-type files #15, #20 and #25, and finishing with ProTaper F2 file (Denstply Maillefer). All files were used up to the working length under irrigation with 1 mL of 2.5% sodium hypochlorite (Biodyn$\hat{a}$mica) at each instrument change. At the end of instrumentation, the roots were randomly separated into 2 groups (n = 10). All specimens received final irrigation with 1 mL of 2.5% sodium hypochlorite. The solution remained in the root canals in Group 1 for one minute; and ultrasonic agitation was performed in Group 2 for one minute using a straight tip inserted at 1 mm from working length. The specimens were processed histologically and the sections were analyzed under optic microscope (x64) to quantify debris present in the root canal. Results: The samples submitted to ultrasonic agitation (Group 2) presented significant decrease in the amount of debris in comparison with those of Group 1 (p < 0.05). Conclusions: The hybrid instrumentation technique associated with passive ultrasonic agitation promoted greater debris removal in the apical third of the root canals.

• 한국물환경학회지
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• 제20권2호
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• pp.190-195
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• 2004

A new technology for advanced wastewater treatment was developed using a modified Rotating Biological Contactor (RBC) process, named as Rotating Activated Bacillus Contactor (RABC) process that utilizes Bacillus sp., the facultatively anaerobic or activated microaerophilic bacteria on multiple-stage reticular rotating carriers, as a predominant species. The RABC process for a municipal wastewater with relatively low concentrations of organics, nitrogen, and phosphorus showed stable and high removal efficiencies, less than $BOD_5$ 10 mg/L, T-N 15 mg/L, and T-P 1.5 mg/L in final effluent. The performance load of RABC process was shown to be $1.23kg{\cdot}BOD/m^2{\cdot}day$ for the first stage (average $0.31kg{\cdot}BOD/m^2{\cdot}day$ for the total stages) based on both removed BOD and converted disc area corresponding to the reticular one. The sludge produced in the RABC process is characterized by low generation rate (about $0.18kg{\cdot}MLSS/kg{\cdot}BOD$) and excellent settleability. The number ratio of Bacillus ($2.4{\times}10^6CFU/ml$) to heterotrophic bacteria ($3.6{\times}10^7CFU/ml$) inhabiting in the biofilms of the RABC process was 6.7 %, indicating that Bacillus sp. was a predominant species in the biofilms. The RABC process with reticular rotating carriers showed its excellent performance for the advanced wastewater treatment without any offensive odor problem due to organic overloading.

• 한국환경보건학회지
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• 제10권1호
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• pp.13-20
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• 1984

The hospital wastewaters have to be so disposed as to prevent disease and to protect water resources from hazardous substances disinfectants, medicines, and chemicals. Polyvinylpyrrolidone-iodine complex (povidone-iodine) is widely used in the hospital as one of disinfectants. This study was carried out to manifest the effect of disinfectants in growth of activated sludge in treatment of the hospital wastewater by the activated sludge process. The results are as follow. 1. An average water quality of the hospital wastewater showed 7.2 in pH, 3.2 ppm in DO, 293.3 ppm in SS, 96.0 ppm in BOD, 151.1 ppm in COD, 0.4 ppm in povidone-iodine, 0.5 ppm in phenols, 5.4 ppm in surfactants, 1.6 ppm in o-phosphate, 4.6 ppm in $NH_3-N, 249\times 10^4$ counts/100 ml in coliform group organisms, and $1,369\times 10^2$ counts/ml in general counts of bacteria. And wastewater amounts discharged per bed was calculated 70 l/d/bed. 2. In batch culture activated sludge process, each of cresol and povidone-iodine was not effected in less than 0.1 ppm concentration, but the more concentration, the more inhibit the growth rate of activated sludge. In the mixture of two disinfectants, the growth was more inhibited the effect of single disinfectants. So that this reaction is considered as addition effect of two disinfectants. 3. The removal rates of the disinfectants-by continuous culture activated sludge process were 77.6% in 0.4 ppm povidone-iodine, and in BOD was 85.6%. 4. It is desirable that the hospital wastewater is planed in order to be discharged to two system separately, sewer from life system and wastewater from medical system. From those results, it has been concluded that the hospital wastewater has to be treated safely by the activated sludge process.

• 공업화학
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• 제17권1호
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• pp.58-61
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• 2006

본 연구는 폐플라스틱용기 미디어 산화공법을 이용하여 유체 및 산소전달 효율 향상을 위한 개조 방법과 미생물 부착특성을 향상시키는 방법을 통하여 오수고도처리 함을 목적으로 하고 있다. 또한 실험실 규모의 실험에서 최적의 담체 층진율과 충진 방법을 도출함으로써, 실 규모 설비를 위한 최적 설계 인자와 운전인자를 확보하고, 오수의 고도처리를 위한 다양한 운전조건을 제공하여 폐플라스틱 용기를 미생물 담체로 사용할 경우 생물학적 반응에 의해서 분해 될 때 소비되는 산소량과 오수중에 현탁되어 있는 유, 무기성 부유물과 질소 제거가 이루어지는 메카니즘을 규명하고 오수 처리 효율 향상을 위한 운전인자 도출을 목표로 한다.

• 한국토양환경학회지
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• 제4권2호
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• pp.193-201
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• 1999

유류 오염토양의 생물학적 복원에 있어 동절기의 급격한 온도 저하에 따른 적용 한계성을 극복하기 위한 composting기술의 현장 적용 가능성을 검토하고, 온도 변화에 따른 분해 특성을 검토하였다. 또한 생물학적 복원에 필요한 영양원(N, P source)과 유류 분해 미생물의 첨가에 따른 분해효율을 검토하기 위한 기초 실험을 실시하였으며, 동절기 낮은 온도로 인한 미생물의 활성도 저하를 막기 위해서 발효가 진행중인 퇴비를 주입하였다. 주입된 퇴비의 영향으로 토양 pile내부의 온도는 30∼40일 동안 중온 상태를 유지하였으며, 초기 2,340mg TPH/kg dry soil에서 시작된 생물학적 반응은 약 40일 경과 후 216mg TPH/kg dry soil 으로 감소되어 제거효율이 약 91%를 나타냈다. 총균수, 유효균수, TPH간의 상관 관계를 관찰해 본 결과, TPH가 급격한 감소를 나타내는 10∼30일 사이에 유효균수가 급격히 상승하는 것으로 관찰되었다. 따라서 landfarming site에서 유류 오염토양을 복원함에 있어 별도의 시설투자 없이 동절기에도 저온의 영향을 받지 않고 유류를 분해시킬 수 있는 composting기술의 적용 가능성을 확인하였으며, 이는 기타 난분해성 물질의 생물학적 분해에 대해서도 확대 적용될 수 있을 것으로 판단된다.

• 한국환경농학회지
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• 제25권1호
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• pp.25-33
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• 2006

농어촌 등 소규모로 발생되는 생활하수를 자연친화적으로 처리하기 위한 대책의 일환으로 인공습지에 적용되는 최적의 수생식물을 선발하기 위하여 다년생 수생식물 10종을 하수처리장에 식재한 후 하수 처리효율, 처리시기별 수생식물의 생육상 및 무기성분 흡수량 등을 조사하였다. 인공습지 하수처리장에서 하수중 BOD, COD, T-N 및 T-P의 수처리효율은 호기성조를 통과한 호기성조 처리수에서 각각 92%, 74%, 25% 및 57%이었고, 혐기성조를 통과한 방류수에서 각각 96%, 84%, 44% 및 71%이었다. 수생식물 생육 150일 후의 질소 및 인 흡수량은 호기성조에서는 물억새가 각각 17.7 및 2.41 g/plant로 가장 높았으며, 혐기성조에서는 큰고랭이가 각각 8.7및 1.1 g/plant로 가장 높았다. 인공습지 하수처리장의 호기성조에서 최적 수생식물은 물억새>달뿌리풀>갈대의 순이었고, 이들 수생식물은 대부분 뿌리의 발육이 좋은 심근성 수생식물이었고, 여재층 내로 산소를 공급하기 쉬운 통기조직이 발달된 수생식물들이었다. 인공습지 하수처리장의 혐기성조에서 최적 수생식물은 줄>큰고랭이>부들>노랑꽃창포>삿갓사초의 순이었고, 이들 수생식물은 대부분 뿌리의 발육보다 줄기와 잎의 발육이 좋은 천근성 수생식물로서 호기 성조의 최적 수생식물의 역할과는 달리 영양물질의 흡수량이 우수한 수생식물이 선정되었다.