• Proceedings of the Korean Society of Disaster Information Conference
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• 2015.11a
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• pp.146-149
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• 2015

지하연계 복합건축물의 건립이 급증함에 따라 건축물의 피난 성능이 중요시되고 있으며 복잡 다양해진 피난유도에 대한 피난시설 배치와 RSET(Required Safe Egress Time)이 필수적으로 관련 지침에 명시되고 있다. 그러나 RSET에 대한 신뢰성 검증 및 용도별 수용인원 산정 방법이 주관적인 관점에 의해 제시되고 있으며 이런 검증 자료의 검토기준이 정량적이지 않아 안전성 확보가 이뤄지지 않고 있는 것이 현실이다. 따라서 본 연구에서는 지하연계 복합건축물의 피난 안전성을 확보하는데 가장 적합한 검증을 위해 방재 선진국의 ASET 기준을 심층적으로 분석하여 지하연계 건축물 등에서 국내 실정에 맞게 적용할 수 있는 최적화된 ASET을 도출하였다. 이러한 ASET의 신뢰성을 검증할 수 있도록 피난안전구역 및 준하는 구역의 현실 가능성을 분석하고 국내 외에서 상용화되고 있는 피난시뮬레이션 소프트웨어를 통해 건축물의 용도에 따른 수용인원 산정기준의 현실적 방안과 피난경로 설정의 Logic을 감안하여 피난의 안전 및 최단시간 가능성을 고려하였다. 따라서 지하연계복합 건축물에서 요구하는 피난성능과 수용인원의 최적화된 RSET을 정량적으로 도출함에 따라 피난 안전성에 대한 검증 프로세스를 제시하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.65-65
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• 2017

상수관망 시스템(Water Distribution System, WDS)은 원활한 용수 공급을 위해 구축된 사회기반시설물로써, 물 공급절차에 따라 그 구성요소를 공급원, 공급 경로, 수요지 등의 범주로 구분할 수 있다. 원활한 물 공급이란 수요지에서 요구하는 수량과 압력 수준을 충족시키는 것을 의미하며, 따라서 상수관망의 용수공급능력은 요구 수량 및 압력과 실제 공급 결과를 비교함으로써 가늠할 수 있다. 과거에는 두 가지 기준을 별도로 산정하여 이를 평가하였으나, 유량과 압력을 함께 고려할 수 있는 에너지 기반의 평가 방법이 제시되면서 시스템 내 에너지 분포를 정량화하여 시스템의 용수공급능력을 평가하는 연구가 주목받고 있다. 세계적으로 많은 연구자들은 시스템 내 에너지 흐름 상태를 정량화함으로써 다양한 형태의 상수관망의 신뢰도지수(Reliability Index)를 제안한 바 있다. 이 때, 대부분의 신뢰도 지수 연구에서는 수요지에 공급된 에너지를 기본적으로 유지해야 하는 최소요구 에너지(Required Energy)와 비상 상황에 대응하기 위한 잉여 에너지(Surplus Energy)로 구분하고 있으며, 잉여 에너지를 상수관망의 공급 안정성을 나타내는 핵심 요소로 활용하고 있다. 확보된 잉여 에너지는 비상시 최소요구 에너지를 대체하는 개념에서 복원력으로 표현되어, 잘 알려진 Resilience Index(RI)를 비롯해 많은 복원력 지수가 존재한다. 본 연구에서는 복원력 지수를 포함한 세 가지의 신뢰도 지수를 적용하여 상수관망의 용수공급 상황 변화에 따른 시스템의 안정성을 분석하였다. 특히, 절점별 복원력 지수를 산정하고 그 분포를 공간적으로 도시하여 파악함으로써, 비상시 효율적인 운영을 위한 판단기준으로써 신뢰도 지수를 폭 넓게 활용할 수 있음을 제시하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.140-140
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• 2020

도암호 유역 위치한 강원도 평창군 대관령면 일대는 고랭지 농업이 주로 이루어지는 곳으로 강우시 토양 유실로 인한 하천의 수질오염이 빈번하게 발생하고 있다. 비점오염원은 강우시 호수와 하천으로 유입되는 특징을 가지고 있으며 불특정 발생원에서 불특정 기상조건과 경로에 의해 발생하여 지속적인 모니터링에는 어려움이 따른다. 이러한 비점오염원 중에서도 농촌지역에서 발생되는 비점오염원은 정확한 기작이 분석되지 않고 있어 수질오염에 큰 문제가 되고 있다. 본 연구는 도암호 유역 송천에서 2019년 7월부터 10월까지 6회 모니터링을 실시하였다. 이후 각 강우사상에서 비점오염물질의 유출에 미치는 강우요인(선행무강우일수, 강우지속시간, 총 강우량, 최대강우량, 평균강우량)을 분석하였다. 또한 강우유출수 분석을 통해 유량가중평균농도(EMC, Event Mean Concentration)을 산정하여 각 강우사상에서 유출된 오염원의 농도를 정량화하였으며, 초기세척비율(MFFn, Mass First Flush ratio)를 산정하여 강우초기에 유출된 오염원의 농도를 알아보았다. 분석결과 강우의 특성과 모니터링 시기별 영농단계에 의해 강우사상별 오염원의 농도와 초기세척비율의 차이를 보인 것으로 판단된다. 추후 지속적인 모니터링과 분석을 통한 강우강도에 따른 효율적인 비점오염원 저감대책과 관리 방안이 필요할 것으로 보인다.

• Journal of Wetlands Research
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• v.17 no.1
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• pp.80-90
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• 2015

Variability of precipitation pattern and intensity are increasing due to the urbanization and industrialization which induce increasing impervious area and the climate change. Therefore, more severe urban inundation and flood damage will be occurred by localized heavy precipitation event in the future. In this study, we analyze the future frequency based precipitation under climate change based on the regional frequency analysis. The observed precipitation data from 58 stations provided by Korea Meteorological Administration(KMA) are collected and the data period is more than 30 years. Then the frequency based precipitation for the observed data by regional frequency analysis are estimated. In order to remove the bias from the simulated precipitation by RCP scenarios, the quantile mapping method and outlier test are used. The regional frequency analysis using L-moment method(Hosking and Wallis, 1997) is performed and the future frequency based precipitation for 80, 100, and 200 years of return period are estimated. As a result, future frequency based precipitation in South Korea will be increased by 25 to 27 percent. Especially the result for Jeju Island shows that the increasing rate will be higher than other areas. Severe heavy precipitation could be more and more frequently occurred in the future due to the climate change and the runoff characteristics will be also changed by urbanization, industrialization, and climate change. Therefore, we need prepare flood prevention measures for our flood safety in the future.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.19 no.1
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• pp.58-70
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• 2020

Detour behavior on the expressway means that the driver uses the local road by passing the part of the expressway which is stagnant at the time of the traffic demand such as holidays. Since the detour rate was estimated through the survey at toll gate in the past, there was a difficulty in estimating the actual detour rate due to the small sample of the survey. In this study, we use DSRC-based route travel data to conduct empirical studies on detour patterns such as the estimation of actual detour rate, the improvement of travel time using detour road, and the correlation between traffic conditions on the expressway and detour rate. On the day of Chuseok and the day before Chuseok, the analysis of Giheung-DongtanIC→OsanIC and Seopyeongtaek IC→Walgott JC showed that the use of detour roads increased gradually during the congestion of the main line and travel time reduced when using detour roads, However, when the traffic congestion of the main line is not severe, the travel time increases when using the detour roads. The correlation between the traffic condition of the expressway and the actual detour rate has a negative correlation, which is consistent with the congestion pattern of the main line. The results of this study can be used to overcome limitations of detour pattern research based on surveys in the past and to establish a detour strategy for expressway sections where traffic demand is concentrated.

• Korean Journal of Remote Sensing
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• v.36 no.5_1
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• pp.735-747
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• 2020

Recent advanced UAV (Unmanned Aerial Vehicle) technology supply new opportunities for estimating crop condition using high resolution imagery. We analyzed the diurnal change of reflectance and NDVI (Normalized Difference Vegetation Index) in UAV imagery for crop monitoring in clear day condition. Multi-spectral images were obtained from a 5-band multi-spectral camera mounted on rotary wing UAV. Reflectance were derived by the direct method using down-welling irradiance measurement. Reflectance using UAV imagery on calibration tarp, concrete and crop experimental sites did not show stable by time and daily reproducible values. But the CV (Coefficient of Variation) of diurnal NDVI on crop experimental sites was less than 5%. As a result of comparing NDVI at the similar time for two day, the daily mean average ratio of error showed a difference of 0.62 to 3.97%. Therefore, it is considered that NDVI using UAV imagery can be used for time series crop monitoring.

• Journal of Korean Society of Transportation
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• v.27 no.4
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• pp.31-40
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• 2009

Some road charges toll to finance the cost or to manage traffic congestion. With a growth of PPI projects, toll roads would be increase continuously. Tolls have a considerable influence on user's route choice, and sometimes can affect to the departure time and even to mode choice. For modelling toll roads, user's WTP or VOT has an important role and it is general that VOT is equivalent to the wages of workers. The current way of modelling technique yields various toll price elasticity from low to high. When there exist few alternative routes, unrealistic result that all traffic assigned to some shortest path may occur. The toll price elasticity can be influenced by alternative route and congestion level, but some result shows nearly unrealistic patterns. The model to forecast more realistic toll road demand is very essential for estimating toll revenue, choice of optimal toll level & collecting location and establishing toll charge strategy. This paper reviewed some literatures about toll road modelling and tested case study about the assignment technique with different VOT. The case study shows that using different VOT yields more realistic result than the use of single VOT.

• Nuclear Engineering and Technology
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• v.27 no.5
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• pp.645-660
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• 1995

The loss of Residual Heat Removal System (RHRS) event during reduced inventory operation for the Korean Standard Nuclear Power Plants (KSNPPS) is simulated by RELAP5/MOD3 and RELAP5/MOD3.1 Tn cases are considered : Base case for an intact Reactor Coolant System (RCS) with no tent and a vent case for an open system. Comparative simulations of base case are peformed by RELAP5/MOD3 and RELAP5/MOD3. 1 computer codes. The results of too simulations are generally in good qualitative and quantitative agreement. However, since the results of RELAP5/MOD3 simulation reveals the deficiency of RELAP5/MOD3 wall heat model, the RELAP5/AOD3.1 computer code is used for the simulation of the vent case. The analysis result of base case show that two steam generators are insufficient to remove decay heat at one day after shutdown, where the RCS is closed. The RCS pressure increased continuously and reached the RCS temporary boundaries design pressure of 0.24 MPa around 4,000 seconds. In the vent case with a flow capacity equivalent to three times the capacity of Pressurizer Safety Valve (PSV), it is shown that the RCS Pressure does not reach 0.24 MPa and core uncovery does not occur until 10,000 seconds. The detailed discussions on the results of this study suggest the feasibility of RELAP5/AOD3.1 as an analysis tool for the simulation of the loss of RHRS event at reduced inventory operation. The results of this study also provide insight for the determination of proper vent capacity.

• Journal of Korea Water Resources Association
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• v.39 no.7 s.168
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• pp.553-562
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• 2006

The relative contributions of overland-flow and stream-flow to the response process at the basin scale are evaluated in the present study. The moments of GIUH models were applied to the data of the Bocheong watershed in the Geum river basin in Korea in order to discuss the feasibility. The GIUH model derived in this study consists of the stream path and overland region. The characteristic velocities for the flows between two cases mentioned above make a clear distinction as expected and would have more physical meaning than the ones of the model by Rodriguez-Iturbe and Valdes(1979). The path lengths of overland for each stream order are nearly constant, whereas the case of stream is shown to grow larger according to the basin sizes. As a result, the overall basin response process was founded out to be greatly under the influence of the hydrodynamic behavior of overland, and its behavior is suggested to be further researched for catching the broader meanings.

• Journal of the Korean Geotechnical Society
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• v.33 no.4
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• pp.25-34
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• 2017

The soil-water characteristics is the most important state parameter for understanding changes in suction and water contents of unsaturated soil slopes. In the field, the hysteretic behaviors of drying and wetting soil-water characteristic curve are real and the adoption of path-dependent suction-water content is needed to predict the hydro-mechanical analysis of unsaturated soils. In this study, in-situ monitored hydraulic behavior of various soil slopes are compared with the data from numerical analysis with the laboratory soil water characteristic curve. Then, the verifications are performed based on the field monitored data respectively. Therefore, the use of path-dependent soil-water characteristic curves could be more rational for design and analysis of unsaturated soil slopes under rainfall conditions.