• 한국터널지하공간학회 논문집
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• 제18권5호
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• pp.413-418
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• 2016

최근 한중, 한일 해저터널과 같은 대규모 프로젝트가 구체화되고 있으며, 해저터널에 대한 관심이 높아지고 있다. 해저터널은 일반 지상터널에 비해 열차화재에 따른 대규모 피해가 발생할 수 있으며, 기존의 일반터널 방재설계 이외에도 효율적인 소화방안에 관한 연구가 필요하다. 이에 따라, 본 연구에서는 열차화재를 구난역에서 신속하게 진압하기 위하여, 일반적인 포 소화설비를 개량한 '압축공기포(CAF) 소화설비'를 활용한 실물 화재실험을 7차례 수행하였다. 실험은 가상의 터널에 구난역을 설치하고 KTX 열차의 1 량 규모의 가상열차를 대상으로 실시하였다. 압축공기포를 화원에 직접 분사한 경우에 햅탄(Heptane) 원료 30 L의 가연물을 1분 이내에 소화시켰다. 본 실험 연구를 통하여 해저터널 구난역 열차화재 소화설비에 압축공기 포 소화설비가 적합한지 확인하였으며, 해저터널 외에 일반터널에서도 CAF가 갖는 장점을 활용하여 빠르고 손쉬운 소화가 가능하도록 노즐 각도 및 설치위치 등을 변경하여 소화수와 소화약제를 최소화하기 위하여 추가로 실험 연구를 진행해야 한다고 판단된다.

• 한국전자파학회논문지
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• 제14권6호
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• pp.630-637
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• 2003

WCDMA 시스템에서 주파수 오차에 의한 단말기 성능 영향을 분석하기 위해 기지국과 이동 단말기 사이의 주파수 오차 발생 원인을 고찰한 후 단말기 수신부에서 주파수 오차를 정정하기 위한 자동 주파수 오차 보상방법을 소개하였다. 시스템 요구 규격 중 자동 주파수 오차 보상 동작에 관련된 성능요구 조건들을 바탕으로 여 기지국과 단말기간 연동시험을 수행하였고 주파수 오차보상 후 단말기 송신 주파수에서 4 Hz의 주파수 차를 얻음으로써 시스템에서 요구하는 주파수 오차 허용량인 $\pm$ 0.1 ppm($\pm$200 Hz)이내의 규격을 만족함을 보였다. 주파수 오차에 의한 송신성능 열화를 에러벡터 크기(EVM) 값으로 확인하였으며 또한 수신 성능 열화를 Ec/Io로 측정하였고, 주파수 오차조정의 정확성을 개선시키기 위한 모뎀 제어신호와 RF 간 인터페이스 관계를 제시하였다.

• 한국해양공학회지
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• 제38권3호
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• pp.103-114
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• 2024

Remote sensing wave observation data are crucial when analyzing ocean waves, the main external force of coastal disasters. Nevertheless, it has limitations in accuracy when used in low-wind environments. Therefore, this study collected the raw data from MIROS Wave and Current Radar (MWR) and wave radar at the Ieodo Ocean Research Station (IORS) and applied the optimal filter by combining filters provided by MIROS software. The data were validated by a comparison with South Jeju ocean buoy data. The results showed it maintained accuracy for significant wave height, but errors were observed in significant wave periods and extreme waves. Hence, this study used an artificial neural network (ANN) to improve these errors. The ANN was generalized by separating the data into training and test datasets through stratified sampling, and the optimal model structure was derived by adjusting the hyperparameters. The application of ANN effectively improved the accuracy in significant wave periods and high wave conditions. Consequently, this study reproduced past wave data by enhancing the reliability of the MWR, contributing to understanding wave generation and propagation in storm conditions, and improving the accuracy of wave prediction. On the other hand, errors persisted under high wave conditions because of wave shadow effects, necessitating more data collection and future research.

• Ocean Systems Engineering
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• 제6권1호
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• pp.1-21
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• 2016

The global performance of the 5 MW OC4 semisubmersible floating wind turbine in random waves with or without steady/dynamic winds is numerically simulated by using the turbine-floater-mooring fully coupled dynamic analysis program FAST-CHARM3D in time domain. The numerical simulations are based on the complete second-order diffraction/radiation potential formulations along with nonlinear viscous-drag force estimations at the body's instantaneous position. The sensitivity of hull motions and mooring dynamics with varying wave-kinematics extrapolation methods above MWL(mean-water level) and column drag coefficients is investigated. The effects of steady and dynamic winds are also illustrated. When dynamic wind is added to the irregular waves, it additionally introduces low-frequency wind loading and aerodynamic damping. The numerically simulated results for the 5 MW OC4 semisubmersible floating wind turbine by FAST-CHARM3D are also extensively compared with the DeepCWind model-test results by Technip/NREL/UMaine. Those numerical-simulation results have good correlation with experimental results for all the cases considered.

• 한국정보통신설비학회:학술대회논문집
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• 한국정보통신설비학회 2007년도 학술대회
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• pp.185-190
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• 2007

This article describes a development CDMA LBS in order to apply to "Control System of Underground Infrastructure Fire Accident" which one of U-City Projects of Seoul City. Our goal guides taking shelter of the sufferer it will not be able to use a GPS when the fire occurs from subway station. There are Location measurement methods which measures the AOA(Angle of Arrival) of the signal which it sends with the MS(Mobile station) from the BS(Base station), an electronic delivery time (TOA:Time of Arrival) and the relative difference of electronic arrival time from Base stations (TDOA:Time Difference of Arrival). This time the error due to a multiplex course error and near-far problem and NLOS(Non Line of Sight). We are planning to construct the Test Bed which is an error below 1 meter.

• 대한산업공학회지
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• 제27권2호
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• pp.140-149
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• 2001

The paper discusses the problem of finding the Origin-Destination(O-D) shortest paths in internodal transportation networks with time-schedule constraints. The shortest path problem on the internodal transportation network is concerned with finding a path with minimum distance, time, or cost from an origin to a destination using all possible transportation modalities. The time-schedule constraint requires that the departure time to travel from a transfer station to another node takes place only at one of pre-specified departure times. The scheduled departure times at the transfer station are the times when the passengers are allowed to leave the station to another node using the relative transportation modality. Therefore, the total time of a path in an internodal transportation network subject to time-schedule constraints includes traveling time and transfer waiting time. In this paper, a genetic algorithm (GA) approach is developed to deal with this problem. The effectiveness of the GA approach is evaluated using several test problems.

• 대한건축학회논문집:구조계
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• 제35권10호
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• pp.171-180
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• 2019

In Korea, the seismic design of non-structural elements was interested by Earthquake of the 2016 Gyeong-ju and 2017 Po-hang. Among the non-structural elements, the ceiling system with steel panel used in Po-hang station showed failure examples of non-seismic design ceiling. In this study, the seismic performance of suspended ceiling with steel-panel, such as those used in Po-hang Station, was evaluated by shaking table tests. The shaking table tests were performed in accordance with the ICC-ES AC156 standard with floor acceleration being applied horizontally in one direction using a $3.3{\times}3.3m^2$ frame. The ceiling system consists of steel-panels, carrying channels, main and cross T-bars, and anti-falling clips. The anti-falling clip prevents the steel panel falling completely. The shaking table test confirmed that the damage at the previous stage had a direct impact on the damage state at the next stage. Through the shaking table test, the damage state of the T-bar type steel-panel suspended ceiling system was defined.

• 농촌계획
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• 제26권3호
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• pp.91-102
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• 2020

The purpose of study was analyze the pumping characteristics, Irrigation Efficiency(IE), and irrigation pattern by period of rice growing stage with based on the performance of design irrigation water requirement and operational Galshin Pumping(GP) station in GP irrigation district constructed under rural water development project master plan. GP station was located in Yedang reservoir, Yesan-gun, Chungcheongnam-do and has been supplying irrigation water since 2006. The research data are the Irrigation Water Requirement(IWR) and the Pumping Water Amount(PWA) from 2006 to 2015 at the GP station, which is the supplied amount. The IWR were calculated using the Blaney-Criddle formula of the HOMWRS program, Hydrological Operation Model for Water Resource System, developed by Korea Rural Community Corporation. The Blaney-Criddle formula was used to calculate design irrigation water requirement of Galshin rural water development project master plan. During 2006-2015, the study period, the annual average IWR is 763.2(±149.1)mm, the annual PWA of the GP station is 397.4mm to 1,056.9mm, and those average annual PWA is 643.4(±208.4)mm. The annual IE of GP station 96.5% to 169.0%, and the average annual IE is 124.3%, which is higher than the research results conducted in other pumping stations. Analyzing the irrigation patterns of the GP irrigation district, the IWR Ratio per 10days(IWRR) and the PWA Ratio per 10days(PWAR) of the G P station were obtained. The IWRR is the percentage of IWR for each 10 days of a month to total IWR per year, and the PWAR is the percentage of PWA for each 10 days of a month to total PWA per year. The Kolmogorov- Smirnov(K-S) test results of IWRR and PWAR showed the characteristics classification by rice growing stage and stable normal distribution characteristics. Average IWRR(AIWRR) and Average PWAR(APWAR) are presented as irrigation patterns. Irrigation pattern analysis will be able to standardize comparison, analysis and probability calculation of the pumping station characteristics of different pumping stations and apply to objective evaluation of the pumping station district.

• 유기물자원화
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• 제11권4호
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• pp.90-96
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• 2003

본 연구에서는 유류로 오염된 현장 주유소를 대상으로 토양증기추출 공정 적용시 연속추출과 간헐추출 운전의 효율성을 검토하였다. 공기주입 후 압력을 측정한 결과 동일 조건에서도 공기주입정 헤드(head) 압력이 상이하게 나타나 실험부지내 토양이 매우 불균일하다는 것을 알 수 있었다. 간헐식은 1시간 가동 후 3시간 정지시켰으며, 연속식은 50분 가동 후 10분 휴지하는 것을 연속추출한 것으로 가정하였다. 송풍기의 용량은 $1m^3/min$이었다. 추출모드의 영향실험은 오염농도가 심한 두 지점을 선정하여 실시하였으며, 48시간 동안 온라인 모니터링으로 측정한 TPHgas 농도를 적산하여 비교한 결과 1시간 가동 후 3시간 휴지한 간헐추출모드가 연속추출모드보다 높게 나타났다. 일반적으로 토양증기추출 공정이 장기간 가동된다는 점을 고려한다면 오염가스 휘발량, 전력비용, 그리고 시설의 감가상각비 등에서 볼 때 간헐추출모드로 운전하는 것이 연속추출모드 보다 더 유리할 것으로 판단된다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2017년도 학술발표회
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• pp.424-424
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• 2017

Several studies of the world have analyzed the regional rainfall trends in large data sets. However, it reported that the long-term behavior of rainfall was different on spatial and temporal scales. The objective of this study is to determine the local trends of rainfall indices in the Yom River Basin, Thailand. The rainfall indices consist of the annual total precipitation (PRCTPOP), number of heavy rainfall days ($R_{10}$), number of very heavy rainfall days ($R_{20}$), consecutive of dry days (CDD), consecutive of wet days (CWD), daily maximum rainfall ($R_{x1}$), five-days maximum rainfall ($R_{x5}$), and total of annual rainy day ($R_{annual}$). The rainfall data from twelve hydrological stations during the period 1965-2015 were used to analysis rainfall trend. The Mann-Kendall test, which is non-parametric test was adopted to detect trend at 95 percent confident level. The results of these data were found that there is only one station an increasing significantly trend in PRCTPOP index. CWD, which the index is expresses longest annual wet days, was exhibited significant negative trend in three locations. Meanwhile, the significant positive trend of CDD that represents longest annual dry spell was exhibited four locations. Three out of thirteen stations had significant decreasing trend in $R_{annual}$ index. In contrast, there is a station statistically significant increasing trend. The analysis of $R_{x1}$ was showed a station significant decreasing trend at located in the middle of basin, while the $R_{x5}$ of the most locations an insignificant decreasing trend. The heavy rainfall index indicated significant decreasing trend in two rainfall stations, whereas was not notice the increase or decrease trends in very heavy rainfall index. The results of this study suggest that the trend signal in the Yom River Basin in the half twentieth century showed the decreasing tendency in both of intensity and frequency of rainfall.