• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.330-330
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• 2020

국지성 호우의 증가로 인해 설계빈도 이상의 강우가 빈번하게 발생함에 따라 도시 지역의 내수침수피해가 빈번하게 발생하고 있다. 국지성 호우의 영향으로 특히 하천변 및 저지대의 유출량이 증가함에 따라 기존 하수관거의 통수능 부족으로 침수피해가 증가하고 있는 실정이다. 따라서 내수침수피해 저감을 위한 다양한 노력들이 이루어지고 있으나 도시지역의 경우 노후화 된 하수관거 교체를 위한 예산이 부족하며 도시개발이 완료됨에 따라 지하저류조 등의 저류지설을 설치하기 위한 부지 확보가 어려운 실정이다. 도시 지역에서 강우의 유출은 대부분 하수관거 시설에 의해 처리되므로 하수관거 통수능 부족 시 침수피해가 발생하게 된다. 따라서 기존 하수관거와 연계할 수 있으며 설치 부지와 큰 예산이 소요되지 않는 새로운 유형의 유출저감시설을 적용할 필요가 있다. 따라서 본 연구에서는 기존의 도로 배수시설에서 도로 표면 유출수의 수로역할을 하던 측구부를 도시지역의 상습침수 지역 및 개발지역 등 국지성 호우로 인한 내수침수 저감이 가능하며 기존 홍수방어시설에 비해 대규모의 부지와 예산이 소요되지 않는 새로운 우수저류시설을 개발하여 상습침수 지역에 개발된 저류시스템을 적용하여 측구 저류시스템의 용량에 따른 저류능력 및 내수침수 저감효과를 검토하고자 한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.306-306
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• 2021

현재 도시침수는 외수에 의한 침수보다 국지성 호우 등 홍수방어 시설의 설계빈도 이상의 강우 발생으로 내수에 의한 침수피해가 증가하고 있다. 국지성 호우의 증가로 하천지대 및 저지대로의 유출량이 증가하고 있으며, 우수관거의 노후화 및 통수능 부족으로 침수피해가 증가하는 실정이다. 따라서 홍수방어를 위한 다양한 대책들이 이루어지고 있으나 하수관거 교체 및 대규모의 우수유출저감시설은 막대한 예산과 부지가 소모되므로 대도시에서는 이러한 홍수방어 대책들이 시행되기 어려운 실정이다. 따라서 본 연구에서는 기존의 도로 배수시설에서 도로 표면 유출수의 수로역할을 하던 측구부를 저류시설로 활용하여 대규모의 부지와 큰 예산이 소요되지 않는 측구 저류시스템을 개발하였다. 측구 저류시설의 관련 특성인자 분석을 위하여 세장형, 중간형, 집중형 등 3가지 형상의 가상유역을 대상유역으로 선정하여 측구 저류시설 설치 및 유역 특성인자의 변화에 따른 관계를 분석하였다. 측구 저류시설 설치 위치에 따른 유출저감효과 분석을 위하여 전체 유역면적에 대한 저류시설 상류부 면적의 비를 변화시키면서 분석을 수행하였으며, 매개변수 분석 및 관계식을 도출하였다. 또한 유역형상에 따른 유출구 첨두유량을 분석하였으며, 그 결과를 바탕으로 유역 특성인자 변화에 따른 민감도를 분석하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.359-359
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• 2022

빈번하게 발생되는 설계빈도 이상의 국지성 호우로 도시지역의 침수피해가 매년 증가하고 있고 특히 저지대의 경우 우수의 집중 및 하수관거의 통수능 부족으로 인한 우수의 배수 불량으로 다른 지역에 비해 침수피해의 규모가 크게 나타나고 있다. 매년 반복되는 피해를 저감하기 위하여 국가 및 지자체에서는 노후관거 개량 및 통수능 확보를 위한 하수관거 신설 등 다양한 방법을 동원하고 있으나 하수관거 개량 및 신설 또는 지하저류조 설치와 같은 사업들은 많은 예산이 필요하여 지자체의 규모에 따라 예산확보가 어려울 수 있고 해당 사업을 완료하기 위한 사업기간이 오래 걸리므로 즉각적인 효과를 기대하기 어려운 실정이다. 따라서 기존 침수저감을 위한 시설을 설치하기 위한 사업에 비해 예산이 적게 소모되며, 큰 설치부지를 요구하지 않는 유출저감시설이 필요하다고 판단된다. 본 연구에서는 도로부의 노면수를 배수하기 위한 시설인 측구를 우수의 저류를 위한 저류조로 활용한 측구 저류조 개념을 이용하여 도시지역에서 침수저감을 위한 적정규모 산정을 위한 연구를 진행하였다. 빈도 30년의 강우를 적용하여 일반적인 지하저류조를 설치하였을 경우와 측구 저류조를 설치하였을 때의 침수저감효과를 비교하고 지하저류조와 비슷한 저감효과를 나타내기 위한 적정규모 산정과 측구 저류조의 배치방법을 제시하고자 한다.

• Journal of the Korean Society of Food Culture
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• v.1 no.3
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• pp.211-218
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• 1986

The doma (cutting board) is an essential kitchen utensil. The general doma used at present is not sultable for cutting kimchi-like juicy foods, because It is a nat flat structure. Kimchi juice contains vitamins, organle acids, and lactic acid bacteria, and inhibits Oxidation of flavor of kimchi. In addition, if the juice flows down on the doma during cutting the doma work-table and kimchi bottom is contaminated. In this studies a new type of doma for kimchi. was made in order to minimize the Juice Iou during cutting. This new one baa a two-dimensional function of low due to length slope face and slanted gutter of width. No this new type has been developed worldwide, as far as the present writer is aware. The new one has various effectivenesses: minimixing loss of kimchi juice and contamination of doma work-table and kitchen bottom by kimchi juice, saving water and time to water contaminated cutting board, work-table and diahtowel (hangju). preventing round from falling down frorr doma duing cutting, decreasing damage of cutting the user's finger, cutting by the fixed size and shape. Draining and drying is easy and it is convenient to cut all juicy food.

• Journal of the Korean Arthroscopy Society
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• v.2 no.1
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• pp.72-76
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• 1998

Between March 1992 and December 1995 at St. Paul's, Holy Family, St. Vincent and Eui Jung Bu St. Mary Hospitals Catholic University, two hundred and eighty patients underwent arthroscopic anterior cruciate ligament(ACL) reconstruction using central one-third bone-patellar tendon-bone autograft. Nine of these patients had limitation of motion(LOM) defined as a knee flexion contracture greater than 10o or less than 125o of passive knee flexion. This study analyzes the causes of LOM after ACL reconstruction as well as the results after passive manipulation or arthroscopic adhesiolysis under anesthesia for LOM. The results are as follows: 1. Out of nine patients, initially three had isolated ACL injuries and six had combined injuries. Seven of nine cases were perfomed by ACL reconstruction within four weeks and two were performed after four weeks following injury. 2. Treatment for LOM after ACL reconstruction was done after 5.5 months on average. 3. Arthroscopic adhesiolysis was done in 5 cases. There were fibrous adhesions at suprapatellar pouch and femoral intercondylar notch in all cases, respectively, infrapatellar fat pad in 3 cases and medial para patellar gutter in 2 cases. Two patients had a fibrous nodule, "cyclops" lesion, which formed anterior to the ACL graft. 4. Range of motion and Lysholm knee score were much improved following passive manipulation or arthroscopic adhesiolysis under anesthesia for LOM.

• Restorative Dentistry and Endodontics
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• v.29 no.4
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• pp.365-369
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• 2004

The purpose of this study was to evaluate the apical sealing ability of Super-EBA, MTA and Dyract-flow as retrofilling materials. Forty-eight extracted human teeth with straight and single root canal were used in this study. The root canals were prepared to a #40 apical canal size and obturated with gutter-percha. Apicoectomies were performed and root end cavities were prepared to a depth of 3mm using an ultrasonic device. The root end cavities were filled with Super-EBA, MTA or Dyract-flow. Leakage was measured using an electrochemical technique for 4 weeks. According to this study, the results were as follows. 1. Increasing leakage with time was observed in all groups. 2. No significant difference was noted among the 3 groups with time (p =0.216). 3. No significant difference was noted among the 3 groups when measured within the same time interval (p =0.814). The results of this study suggest that the sealing ability of Dyract-flow is equal to that of Super-EBA and MTA, and Dyract-flow may be an alternative to other materials for root-end filling.

• Archives of Plastic Surgery
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• v.40 no.5
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• pp.553-558
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• 2013

Background Skin-sparing mastectomy with immediate breast reconstruction is increasingly becoming a proven surgical option for early-stage breast cancer patients. Areola-sparing mastectomy (ASM) has also recently become a popular procedure. The purpose of this article is to investigate the reconstructive and aesthetic issues experienced with one-stage nipple and breast reconstruction using ASM. Methods Among the patients who underwent mastectomy between March 2008 and March 2010, 5 women with a low probability of nipple-areolar complex malignant involvement underwent ASM and immediate breast reconstruction with simultaneous nipple reconstruction using the modified C-V flap. The cosmetic outcomes of this series were reviewed by plastic surgeons and patient self-assessment and satisfaction were assessed via telephone interview. Results During the average 11-month follow-up period, there were no cases of cancer recurrence, the aesthetic outcomes were graded as excellent to very good, and all of the patients were satisfied. Two patients developed a gutter-like depression around the reconstructed nipple, and one patient developed skin erosion in a small area of the areola, which healed with conservative dressing. The other complications, such as necrosis of the skin flap or areola, seroma, hematoma, or fat necrosis did not occur. Conclusions Since one-stage nipple and breast reconstruction following ASM is an oncologically safe, cost-effective, and aesthetically satisfactory procedure, it is a good surgical option for early breast cancer patients.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.2
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• pp.171-175
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• 2010

This paper presents the experimental results of frost durability characteristics including freezing-thawing and de-icing salt scaling of the concrete for gutter of the road and marine structure. Mixtures were proportioned with the three level of water-binder ratio(W/B) and three binder compositions corresponding to Type I cement with 0%, 30% and 50% GGBS(Ground granulated blast furnace slag) replacement. Also, two different solutions of calcium chloride were used to evaluate their effect on the frost durability resistance. Specially, in case of complex of freezing and thawing with salt and carbonation, the deterioration of concrete surface is evaluated. Test results showed that the BFS30 and BFS50 mixture exhibited higher durability and lower mass loss values than those made with OPC mix and the use of GGBS can be used effectively in terms of economy and frost durability of the concrete to be in complex deterioration. Therefore, the resistance to complex deterioration with freezing-thawing was strongly influenced by the strength and the type of cement.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.7 no.5
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• pp.930-934
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• 2006

In this study, we conducted water-quality analysis of wastewater and in-situ flow measurement using automatic flow rate measuring instrument to identify characteristics of wastewater in urban areas, and collected samples in gutter fur storm water drain, rainfall bucket, and aqueduct of pipe from roof, and outfalls of basins to examine the contribution by pollution origins such as base wastewater, atmospheric washing, runoff by roof surface, runoff by road surface, erosion of sewer sediment. In the result, the concentration of pollutants reached peak in the beginning of rainfall due to first flush, was 3 to 10 times higher than average concentration of dry period, and was lower than that of dry period due to dilution of storm water. In the analysis of the contribution by pollution origins, the ratio of load by sewer sediment resuspension to the total pollution load was 54.6% fer COD, and 73.3% fur SS. Accordingly, we can reduce the total pollutant load by periodical dredging and washing of sewer sediment, and control the loadings by overflow of combined sewer overflows.

• Journal of Internet of Things and Convergence
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• v.9 no.1
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• pp.57-64
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• 2023

In this paper, we propose a smart umbrella stand based on the Internet of Things (IoT) that helps people to pack their umbrellas more easily. The proposed smart umbrella stand offers three functions. First, it receives weather information, and a hidden umbrella handle will automatically become visible when it rains, making it easier to grab. Second, the smart umbrella stand is equipped with a heated air system, allowing it to effectively dry umbrellas that have become wet due to rain. This makes it more convenient for users to dry and store their rain-soaked umbrellas. Third, the smart umbrella stand enables users to monitor its current status, track weather conditions, and monitor the water level in the rain gutter through a dedicated application. The proposed smart umbrella stand aims to bring convenience to daily life by making it more convenient to carry an umbrella on rainy days or days with a high probability of rain.