• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.428-428
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• 2022

본 연구에서는 최근 RCM을 이용하여 생산된 미래 강우자료를 1시간강우량으로 변환하기 위한 Neyman-Scott Rectangular Pulse(NSRP) 모델 기반의 강우분해기법을 개발하고 이를 기반으로 짧은 지속시간에 대한 확률강우량이 어떻게 변화하는지 전망해보고자 하였다. 강우분해기법의 성능평가는 관측자료를 이용하여 수행되었으며, 관측 시계열을 우수하게 모의했으나 일최대 시간 강수량이 20mm를 초과하는 경우 불확실성이 증가함에 따라 사용에 주의가 필요할 것으로 판단된다. 미래 확률강우량 전망결과는 모든 지점(울산, 부산, 창원, 밀양)에서 향후 재현기간별 1시간 확률강우량이 증가될 것으로 전망되었다. 울산과 밀양 지점의 경우, 재현기간에 클수록 증가율 또한 증가하는 경향이 뚜렷하게 나타났는데 이는 상대적으로 복잡한 산악지역 내 위치하고 있고, 다른 지점보다 산지효과 영향이 크기 때문으로 판단된다. 부산과 창원지점은 다른 두 지점에 비해 재현 기간별 확률강우량의 변동성이 크게 나타났는데, 이는 해안에 가깝에 위치해 있어 RCM별 불확실성이 다소 크게 작용한 것으로 판단된다. 특히 과거 200년 빈도 확률강우량 보다 미래 50년미만 빈도 확률 강우량이 더 커질 수 있는 가능성을 확인하였다. 다양한 불확실성이 포함되어 있는 결과이긴 하나 이러한 결과를 기반으로 곧 도래할 미래의 도시유역 방재성능 재정비가 필요할 것으로 사료된다. 아울러, 극한 강우발생 가능성이 높아질 수 있음을 의미하기 때문에 이에 대한 새로운 수자원의 이수와 치수 대비를 위한 구조적/비구조적 대책이 시급할 것으로 판단된다.

• The korean journal of orthodontics
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• v.39 no.4
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• pp.213-224
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• 2009

Objective: The aim of this study was to find out whether Er:YAG laser can aid in debonding ceramic brackets, and to see what kind of method will be the most appropriate for debonding. Methods: One hundred and ninety teeth, monocrystalline brackets ($MISO^{TM}$, HT, Ansan-Si, Korea), polycrystalline brackets ($Transcend^{TM}$ series 6000, 3M Untek, Monrovia, CA, USA) and the KEY Laser3 (KavoDental, Biberach, Germany) were used. Experimental groups were classified according to the type of ceramic brackets, and the amount of laser energy (0, 140, 300, 450, 600 mJ). After applying laser on the bracket at two points at 1 pulse each, the shear bond strength was measured. The effect of heat caused by laser was measured at the enamel beneath the bracket and pulp chamber. After measuring the shear bond strength, adhesive residue was evaluated and enamel surface was investigated using SEM. Results: All ceramic bracket groups showed a significant decrease in shear bond strength as the laser energy increased. The greatest average temperature change was $3.78^{\circ}C$ on the enamel beneath the bracket and $0.9^{\circ}C$ on the pulp chamber. Through SEM, crater shape holes caused by the laser was seen on the enamel and adhesive surfaces. Conclusions: If laser is applied on ceramic brackets for debonding, 300 - 450 mJ of laser energy will be safe and efficient for monocrystalline brackets ($MISO^{TM}$), and about 450 mJ for polycrystalline brackets ($Transcend^{TM}$ series 6000).

• The Journal of Engineering Geology
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• v.26 no.4
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• pp.439-445
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• 2016

The new airports apply the systematic runway foundation construction to build the high quality runways in order to take the leading position to win future aerial demands and stay ahead of competitors. This study is intended to supplement the weakness of existing standard compaction test to minimize residual settlement of lower weak foundation during operation of passenger berthage. The fill material was sampled from 4 construction sites using the fill material with diameter of 100mm or less, and the standard compacting test (KS F 2312), large circular mold compacting test, and water-replacement field density test (ASTM D 5030) were conducted. The regression analysis of correlation of the field density test and the standard indoor compaction test showed the unreliable value at P-value of 0.05, and the regression analysis of the field density test and the large indoor compaction test showed the high correlation with R value of 0.8878. It is judged that the construction of overall uniform quality can be assured as the site condition is truly reflected only if the compacting test method is selected in consideration of maximum size of fill material when evaluating the maximum dry density used in design and construction.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.5
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• pp.1009-1019
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• 2009

In this research, various characteristics of South Korea's design flood have been examined by deriving appropriate design flood, using data obtained from careful observation of actual floods occurring in selected main watersheds of the nation. 19 watersheds were selected for research in Korea. The various characteristics of annual rainfall were analyzed by using a moving average method. The frequency analysis was decided to be performed on the annual maximum flood of succeeding one year as a reference year. For the 19 watersheds, tests of basic statistics, independent, homogeneity, and outlier were calculated per period of annual maximum flood series. By performing a test using the LH-moment ratio diagram and the Kolmogorov-Smirnov (K-S) test, among applied distributions of Gumbel (GUM), Generalized Extreme Value (GEV), Generalized Logistic (GLO) and Generalized Pareto (GPA) distribution was found to be adequate compared with other probability distributions. Parameters of GEV distribution were estimated by L, L1, L2, L3 and L4-moment method based on the change in the order of probability weighted moments. Design floods per watershed and the periods of annual maximum flood series were derived by GEV distribution. According to the result of the analysis performed by using variation rate used in this research, it has been concluded that the time for changing the design conditions to ensure the proper hydraulic structure that considers recent climate changes of the nation brought about by global warming should be around the year 2002.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1519-1523
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• 2009

비상대처계획수립을 위한 홍수방어체계 구축은 방재적 측면에서 가능최대강수량 유입시 댐 붕괴 조건에 대한 하류지역의 침수범람지도와 대피경로 작성에 관한 내용이 주된 관심사였다. 그러나, 현재 국내에서 계획되고 있는 자연형하천 조성사업, 물순환시스템 조성공사 등에서는 기존의 비상대처계획수립과는 차별화된 홍수시 이용자 대피계획 및 각종 수리구조물의 운영에 대한 비상경보 발령체계 수립을 요구하고 있다. 본 연구는 청라지구 중앙호수와 공촌천, 심곡천 연결부의 하천 배수문 운영, 내부수로 수위조절을 위한 배수펌프 계획과 연계한 상황별 홍수조절 방안을 수립하고 강우, 수위 관측에 의한 비상시 경보발령 기준을 제시하였다. 하천배수문 운영에 따른 중앙호수 저류시설 활용효과 분석을 위하여 100년, 200년빈도 홍수 유입시 조위조건별 내수위 변화를 계산하였다. 수치모의는, 공촌천-중앙호수-심곡천을 연계운영을 위하여 HEC-RAS의 Full Network를 이용하였으며 심곡천, 공촌천과 중앙호수를 연결하는 하천배수문은 계획홍수위 El. 3.75m 이상인 경우 개별적으로 개방하도록 하였다. 모형 수행결과, 계획빈도 홍수시 하천배수문 개방을 통한 중앙호수 저류지 활용방안은 200년빈도, 약최고고조위 내습시에도 청라지구 전체의 치수안정성을 확보할 수 있다. 그러나, 200년빈도 고극조위 이상의 기상조건인 경우에는 심곡천 홍수위가 계획제방고 El. 4.55m를 넘어 비상대처계획 수립이 필요하다. 분석결과를 바탕으로 도시홍수방어체계 구축을 위하여 3단계의 치수안정성 확보 계획을 수립하였으며 하천배수문 개방 차단계획을 고려하여 계획빈도이하 홍수, 계획빈도이상 홍수, 비상상황시로 구분하여 상황별 홍수조절방안을 제시하였다. 또한, 500년빈도 홍수시 폭풍해일을 고려한 하천 수위 분석을 통하여 비상경보 발령체계를 정량적으로 분석하였다. 비상경보발령은 공촌천 수위 El. 3.85 m, 심곡천 수위 El. 3.73 m, 강우강도 39.7mm/hr 이상시이다. 본 연구는 홍수시 모니터링시스템에 의한 비상경보 발령체계 수립을 위한 수위 및 강우조건을 정량적으로 제시하여 차후 개발되는 신도시 물순환시스템의 상황별 홍수조절 방안 및 모니터링 시스템에 의한 경보발령 기준 수립시 활용가능 할 것으로 기대된다.

• Journal of the Korean Institute of Landscape Architecture
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• v.42 no.1
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• pp.123-132
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• 2014

This study aims to develop the diagnostic evaluation method of the riverine ecobelt for construction, conservation, and maintenance of the riverine ecobelt. The value indices in the proposed evaluation method are composed of total 5 fields and 19 elements. The 5 fields are flood control, environmental function, growth of plants, ecobelt function, and restoration potential. Flood control field is composed of total 3 elements such as length, width, and density of green area. Environmental function field is composed of 4 elements such as park use, landscape boundary and edge, microclimate control, non-point pollution control. Growth of plants field is composed of 6 elements such as species composition, forest height, stratum structure, vine plants, plant vitality, and succession of plants. Ecobelt function field is composed of 4 elements such as longitudinal connectivity, lateral connectivity, in-stream forest or habitat, roads on bank top. Restoration potential field is composed of 2 elements such as landform and land use of the immediate vicinity. The score system ranging 1~4 was adopted. The weighting parameters of elements were unified with each other. The final grade system ranging 1~5(1: very good~5: very bad) was adopted, and the final grade was evaluated by the mean values of each field. According to the test application of the diagnostic evaluation method of the riverine ecobelt, the final grades showed effectively the real condition of each site.

• Journal of Conservation Science
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• v.32 no.3
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• pp.395-402
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• 2016

The impact of a large water control project on surrounding environment(temperature and relative humidity, precipitation, wind speed, present weather and visibility) was monitored. The survey have targeted on Silleuksa temple which is located in the waterside. The number of foggy days emerged as an environmental factor that can cause damage to cultural heritage. Under construction of weir since 2011, monthly relative humidity of Yeoju and Icheon was dropped to 9.6%. It depends on decrease in the number of raining days and precipitation of each year. Silleuksa temple is contiguous to Namhan River and only 100 m away from the waterside. Average wind speed is 0.5 m/s. Silleuksa has a site environmental factors which is often foggy. The number of foggy days of Silleuksa temple declined to 53 days soon after weir's completion. In case of fog, relative humidity of outside was higher than that of outside and inside of Josadang Shrine. Relative humidity difference of outside and inside of Josadang Shrine was 5.4% on average. Relative humidity of the number of foggy days is 6.3% higher on average than that of fine days. The width and dimensions of Namhan River increased by 1.45 times after weir's construction. It can change the number of foggy days. A long-term monitoring is positively necessary on fog occurrence and relative humidity.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.22 no.7
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• pp.694-704
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• 2011

In this paper, we present a design of a 5th order Chebyshev interdigital band-pass filter using inverter and susceptance slope parameter values obtained from EM simulated multi-port Y-parameters. The shifted length of the resonator is determined when the frequency of the transmission zero is separated far away from the center frequency. For the initial dimensions of the interdigital filter, the filter is decomposed into the individual resonators, and the dimensions are obtained using EM Simulation of the decomposed resonators. However, the interdigital filter with the dimensions determined from the EM simulation of the decomposed resonators shows slightly distorted response from the desired frequency response due to the coupling between non-adjacent resonators. To obtain a EM simulation dataset, EM simulation for this filter is carried out by parameter sweep with constant ratio for the initial values. In this dataset, it is determined the final values for the filter by optimization. The fabricated filter by PCB shows an upper-shift of center frequency of about 70 MHz, which was caused by permittivity changed and tolerance of fabrication.

• Journal of Advanced Marine Engineering and Technology
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• v.37 no.5
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• pp.461-466
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• 2013

This paper examines the characteristics of butt welding joint shrinkage for shipbuilding and marine structures main plate. The shrinkage strain of butt welding joint which is caused by the process of heat input and cooling, results in the difference between dimensions of the actual parent metal and the dimensions of design. This, in turn, leads to poor quality in the production of ship blocks and reworking through period of correction brings about impediment on improvement of productivity. Through experiments on butt welding joint's shrinkage strain on large structures main plate, the deformation of welding residual stress in the form of I, Y, V was obtained. In addition, the results of experiments indicate that there is limited range of shrinkage in the range of 1 ~ 2 mm in 11t ~ 21.5t thickness and the effect of heat transfer of weld appears to be limited within 1000mm based on one side of seam line so there was limited impact of weight of parent metal on the shrinkage. Finally, it has been learned that Shrinkage margin needs to be applied differently based on groove phenomenon in the design phase in order to minimize shrinkage.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.38 no.6
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• pp.793-800
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• 2018

It is necessary to determine an optimal design frequency for establishing stable flood control against frequent flood disasters. Depending on the importance of river and regional characteristics, design return periods are suggested from at least 50 years up to 200 years for river design. However, due to the wide range of applications, it is not desirable to reflect the geographical and flood control characteristics of river. In this study, Bayes theory was applied to seven evaluation factors to determine the optimal design return period of rivers in Chungcheongnam-do; urbanization flooded area, watershed area, basin coefficient, slope, water system and stream order, range of backwater effect, abnormal rainfall occurrence frequency. The potential flood damage (PFD) capacity was estimated considering climate change and the appropriate design return period was determined by analyzing the capacity of each district. We compared the design return periods of 382 rivers in Chungcheongnam-do with the existing design return periods. The number of rivers that were upgraded from the existing return period were 65, which have relatively large flooding areas and have large PFDs. Whereas, the number of rivers that were downgraded were 169.