• 한국식품영양학회지
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• 제4권1호
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• pp.81-90
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• 1991

This study was conducted a comprehensive survey of 39 elementary schools operating school lunch program in Seoul area. The purpose of this study was to investigate the realities of school lunch program. This method of the research was based on the interview survey with dietitian working at each school with prepared questionnaire. The survey was conducted for 16 days from Dec. 5 to Dec. 20., 1990. The results of this study were as follows ; (1) The average numbers of children supplied with food were 1,244 for each school. It was about 44.3Bb of the students enrolled in the school. The average feeding cost was 738 won per a child for a day. (2) Only one school was operating nutritional education as a regular educational program, and others were operating nutritional education off and on. (3) All nutrient intake except energy were higher than the RDA for school lunch program. (4) The ratio of animal food was 46.2%, and that of vegetable food was 53.8%. (5) The ratio of schools without sterilizer cabinet came to 56.4%, and that of schools without warmer was 97.4%. (6) The facilities for drainage, lighting, ventilation, anti-rat of a cookery were comparatively good.

• Journal of the Korean Association of Oral and Maxillofacial Surgeons
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• 제35권4호
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• pp.271-275
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• 2009

The purpose of this report is to describe a treatment method of dentigerous cyst associated with unerupted permanent teeth in mixed dentition patients. In our cases, extraction of infected primary teeth was followed by decompression of the cyst. At the same time, parts of the cystic walls were sent for histopathological examination. Decompression was performed by inserting a rubber tube into the cystic cavity through the extraction socket. The cystic cavity was kept open by means of vigorous use of a syringe by patient. Postoperative panoramic radiograph was taken bimonthly. After $5{\sim}12$ months, the impacted permanent teeth were erupted on the desired position. All cases presented favorable result. By extracting the infected primary teeth, and opening the cyst for continuous drainage, it was possible to achieve spontaneous eruption of the involved permanent teeth into the proper position. In all our cases, there was no sign or symptom of recurrence of the cyst up to postoperative 18 months.

• 해양환경안전학회지
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• 제17권2호
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• pp.97-103
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• 2011

본 연구에서는 연약지반을 개량하기 위해 제한성을 가지고 있으나 연약지반 침하예측에 사용되고 있는 미소 변형률기법과 보다 연약지반의 실제 압밀거동에 부합하는 것으로 알려진 유한 변형률기법을 이용하여 배수재가 타설된 연약지반의 압밀거동에 대한 유한요소해석을 수행하였다. 유한요소해석은 지반조건, 하중재하조건 등 조건별로 연약지반의 압밀거동에 대하여 수행하였으며 그 결과를 비교 분석하여 수치해석 기법에 따른 영향을 파악하고자 하였다.

• Maxillofacial Plastic and Reconstructive Surgery
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• 제39권
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• pp.18.1-18.4
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• 2017

Background: Postoperative infection occurs when bone graft material is dislodged into the maxillary sinus cavity and most of the patients are often uncomfortable with the drainage and irrigation procedures to eradicate the infection. In this case report, we share a technique in treating patients with such condition. Material and methods: A 47-year-old patient was referred after sinus elevation using the crestal socket osteotome, bone graft, and implant insertion at a local clinic. Clinical and radiographic findings confirmed the diagnosis of right maxillary sinusitis. A surgical and medical treatment regimen was applied. Results: By using this technique for irrigation, we were able to achieve successful results, and the patient was satisfied due to less discomfort during the irrigation process. Conclusion: This method is a patient-friendly technique for sinus irrigation. It is not only limited to sinus grafted patients, but also maxillary sinusitis patients in any other type of odontogenic infection.

• 한국구조물진단유지관리공학회 논문집
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• 제7권3호
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• pp.115-124
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• 2003

본 연구에서는 공사중 계측 결과와 유지관리 계측 결과를 토대로 다양한 분석방법을 통하여 터널의 변위와 응력 등을 분석하였으며, 지반조건이 비교적 연약한 풍화대를 통과하는 지하철 터널의 거동을 분석하여 터널 라이닝의 역학적 특성을 분석하였다. 공사중 계측결과 상부 및 하부 반단면 굴착 완료시의 계측결과를 단순화하여 터널 굴착시 천단침하가 지표침하와 내공변위보다 크다는 것을 확인하였으며, 천단침하와 천단숏크리트 라이닝응력이 역해석 시에 가장 많이 사용되는 계측항목임을 알 수 있었다. 그리고, 간극수압 분석결과를 통해 배수형 터널에 설계시 적용되고 있는 잔류수압의 타당성을 분석하였다.

• 한국지반신소재학회논문집
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• 제16권2호
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• pp.159-164
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• 2017

본 논문에서는 화강풍화토 조건에서 온도변화에 따른 지반의 하중지지 특성의 변화를 관찰하기 위해 실험을 진행하였다. 지반의 온도변화의 시간의 흐름에 의한 각 지층의 온도 및 체적함수율(V.W.C)를 지속하여 측정하여 온도변화가 보강토에 미치는 영향을 확인하였다. 또한 온도상승 후 지반에 수직으로 Loading-Unloading 작용을 통해 열에 의한 지반의 열-수리-역학적 관점에서의 하중지지력을 검토하였으며 비보강 지반과 실제 보강토 옹벽에서처럼 보강재와 배수층을 설치한 지반내 온도작용에 의한 배수작용과 보강재의 영향에 관하여 분석하였다. 그 결과 열교환 장치를 설치한 경우 수직하중의 강도가 더 크게 나타나 지반의 강도가 증가한 것으로 나타났다.

• 상하수도학회지
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• 제11권4호
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• pp.91-98
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• 1997

At present, automated monitoring of water quality in Han river has been operated at each water treatment plant. But the automated measurement sites must be choosen newly because water source in Seoul move to the upper stream of Chamshil weir. In this study, automated monitoring sites in Han river were reviewed, and the proper sites for automated monitoring of water quality have been selected by Qual2E model, RMA model, water sampling guidline, Sanders' method and topograpical characteristics of Han river in order to resonable operate. 8 sites have been selected as follows: (1) the site of immediately after Paldang drainage (2) the left site and a right site of $Gu{\check{u}}i$ water intake (3) the left site and a right site at Noryangjin(Han river bridge) (4) the site between Shingok weir and Anyangchun confluence point(Hangju bridge) (5) the site of Chungryangchun downstream(existence) (6) the site of Tanchun downstream(existence) (7) the site of Anyangchun downstream(existence) (8) the site of Wangsukchun downstream. The results proposed resonable operating management of network and economical system built up.

• Journal of Chest Surgery
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• 제33권2호
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• pp.179-182
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• 2000

Background: A pleural effusion is not a disease entity but a clincial sign of systemic or pleural disease. Although the diagnosis of pleural effusion can often be done by toracentesis and pleural needle biopsy the yeild of positive diagnosis is low.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2012년도 학술발표회
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• pp.434-434
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• 2012

현재 지하차도 설계 지하수위는 철도, 지하철 및 공동구의 설계기준과 기존사례를 준용하여 지표면 하 1.0 m를 기준으로 설계하고 있으며, 지하차도 설계시 지하수위 적용에 대한 명확한 기준과 그에 따른 설계와 유지관리지침 등이 마련되어 있지 않아 부득이 기존의 공법을 그대로 답습하고 있다. 또한 대부분 과다설계 요인과 친환경적이지 못하다는 지적받고 있는 부력앵커공법을 적용하고 있는 실정이다. 본 연구에서는 영종하늘도시 사업지구에 시공중인 지하차도 구조물과 관련하여 지하차도 구조물 건설에 따른 지하수 흐름 변화 특성을 평가하여 유도배수공법의 효과를 검토하였다. 지하차도 건설에 의한 흐름변화 분석을 위하여 3차원 지하수 MODFLOW 프로그램을 이용하였으며 지하차도 건설전, 후에 대하여 프로그램을 수행하였다. 수행 결과 지하차도 건설 전 유역의 평균 지하수위는 지표하 1~2m 이상으로 비교적 높은 지하수를 형성하고 있는 것으로 평가되었다. 유도배수공법을 적용한 지하차도 건설 후 지하차도 주변부 지하수위는 건설전에 비하여 약 3~4 m 하강하는 것으로 분석되었으며, U-type 종점부는 지표하 최소 6 m 이상, 시작부는 지표하 최소 3.4 m 이상 아래에 형성되는 것으로 평가된다. 연구 결과는 향후 지하차도 유도배수공법 평가의 기초자료로 활용할 수 있을 것으로 판단된다.

• Korean Journal of Hydrosciences
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• 제5권
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• pp.33-43
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• 1994

This study is to determine the critical duration of design rainfall and to utilize it for the design of detention pond with pump station. To examine the effect of the duration and temporal distribytion of the design rainfall, Huff's quartile method is used for the 9 cases of durations (ranges from 20 to 240 minutes) with ten years return period, and the ILLUDAS model is used for runoff analysis. The storage ratio, which is the ratio of maximum storage amounts to total runoff volume, is introduced to determine the criticalduration of design rainfall. The duration which maximizes the storage ratio is adopted as the critical duration. This study is applied to 18 urban drainage watercheds with pump station in Seoul, of which the range of watershed area is 0.24~12.70$km^2$. The result of simulation shows that the duration which maximizes storage ratio is 30 and 60 minutes on the whole. It is also shown that the storage ratios of 2nd - and 3rd-quartile pattern are larger than those of 1st- and 4th-quartile pattern of temporal distribution. A simplified empirical formula for Seoul area is suggested by the regression analysis between the maximum storage ratio and the peak ratio. This formula can be utilized for the preliminary design and planning of detention pond with pump station.