• 한국철도학회:학술대회논문집
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• 한국철도학회 2002년도 추계학술대회 논문집(I)
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• pp.601-607
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• 2002

Infiltration of rainfall causes railway embankment to be unstable and may result in failure. Basic relationship between the stability of railway embankment and rainfall introducing the partial saturation concept of ground are defined to analyze the stability of embankment by rainfall. A pressure plate test is also peformed to obtain soil-water characteristic curve of unsaturated soils. Based on this curve, the variables in the shear strength function and permeability function are also defined. These functions are used fur the numerical model for evaluation of railway embankments under rainfall. As comparing the model and case studies, the variation of shear strength, the degree of saturation and pore-water pressure for railway embankment during rainfall can be predicted and the safety factor of railway embankment can be expressed as the function of rainfall amount namely rainfall index. Therefore, the research on safety factor on railway embankment considering train speed and rainfall infiltration with the variation of rainfall intensity and rainfall duration was carried out in this paper.

• 대한지리학회지
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• 제39권6호
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• pp.819-832
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• 2004

본 연구에서는 한국의 14개 지점의 여름철 강수량을 분석하여 1941-1970년과 1971-2000년 기간 사이의 변동을 파악하고. 순별 강수량의 경년 변동과 해양변동 및 전구평균기온 변동과의 관련성을 파악하고자 하였다. 두 기간의 순별 강수량 차이에 의하여 중서부지역, 호남지역, 영동 및 영남지역. 제주도지역으로 구분하였다. 강수량은 8월에 증가하였고 9월에 감소하였다. 중서부지역에서 8월 강수량의 증가 폭이 크며, 이는 호우 빈도의 증가와 관련이 있다. 순별 강우량의 제 2극대기가 9월 초순에서 8월 하순으로 바뀌거나 출현하지 않는다. 점차 8월의 소우기가 사라지면서 장마가 9월 초순까지 이어지는 경향이다. 8월 중순과 9월 중순(혹은 7월 중순)의 강수량 편차는 1971년을 경계로 음에서 양 혹은 양에서 음으로 바뀌는 경향이며. 그 변동은 서서히 진행되고 있다. 대부분 지역에서 강수량 변동은 해양변동 및 전구평균기온과 높은 상관관계가 있다.

• 한국습지학회지
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• 제4권2호
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• pp.43-56
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• 2002

About 12 rain gauge stations of Korea, annual maximum rainfall series of before and after 1980 whose durations are 1, 2, 3, 6, 12, 24, 48, 72 hours respectively were composed and statistical characteristics of those time series were calculated and probability rainfall were estimated by L-moment frequency analysis method and compared each other in order to investigate the recent quantitative rainfall variations. And also, distribution curves of each statistical variations for each duration were constructed by using Kigging method to look into spacial rainfall variation aspects. As a result, We could confirm recent rainfall increase in the South Korea. And spatial increase pattern of standard deviation and frequency rainfall appeared analogously each other. 1n the cases of comparatively short rainfall duration, we could see relatively low increase or decrease tendency in Chungchong Province, Cholla-bukdo, Cholla-namdo eastern part, Kyongsang-namdo western part area. While, variations happened great1y in seaside district of east coast, southwest seashore, Inchon area etc. In the cases of longer durations relatively low increase was showed in southern seashore such as Yeosoo area and as distance recedes from this area, showed gradually augmented tendency. The aspect of mean looks similar tendency of above except that the variation rate of almost seaside district are big in the case of shorter durations. In addition, rainfall increases of short durations which became the center of hydrologist and meteorologist are unconfirmed in this study.

• Water Engineering Research
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• 제5권2호
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• pp.81-99
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• 2004

Long term streamflow regime under virtual climate change scenario was examined. Rainfall forecast simulation of the Canadian Global Coupled Model (CGCM2) of the Canadian Climate Center for modeling and analysis for the IPCC SRES B2 scenario was used for analysis. The B2 scenario envisions slower population growth (10.4 billion by 2010) with a more rapidly evolving economy and more emphasis on environmental protection. The relatively large scale of GCM hinders the accurate computation of the important streamflow characteristics such as the peak flow rate and lag time, etc. The GCM rainfall with more than 100km scale was downscaled to 2km-scale using the space-time stochastic random cascade model. The HEC-HMS was used for distributed hydrologic model which can take the grid rainfall as input data. The result illustrates that the annual variation of the total runoff and the peak flow can be much greater than rainfall variation, which means actual impact of rainfall variation for the available water resources can be much greater than the extent of the rainfall variation.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2003년도 사면안정학술발표회
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• pp.13-22
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• 2003

Train speed and infiltration of rainfall causes railway embankment to be unstable and may result in failure. Therefore, the variation in the safety factor of railway embankment should be analyzed as the function of rainfall intensity, rainfall duration, and train speed and the study is accomplished using numerical analysis program. Based on unsaturated soil engineering, the variables in the shear strength function and permeability function are also defined and used for the numerical model for evaluation of railway embankments under rainfall. As a result of the study, in order to secure the safety of train under rainfall, the variation in the safety factor of railway embankment is predicted as the function of rainfall intensity, duration time and the train load as a function of train speed. It is possible to ensure the safety of train under rainfall. Thereafter, the feasibility of the rail-transport operation control with engineering basis was established.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2003년도 추계학술대회 논문집(II)
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• pp.397-402
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• 2003

Infiltration of rainfall causes railway embankment to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment are defined to analyze the stability of embankment by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall infiltration show that rainfall infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. Therefore, it is judged that this rainfall index can be a good tool for the rail-transport operation control.

• 대기
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• 제22권4호
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• pp.401-413
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• 2012

In this study, an investigation has been carried out to understand 1) temporal variation of rainfall amount in summer over south Korea during the 30-year period of 1979-2008 and 2) the relationship between the variation of rainfall amount and the change of large-scale monsoon circulation around 1993/1994 over East Asia. The analysis of rainfall amount is carried out separately for whole summer (June-August), climatological Changma period of 23 June-23 July, and August to consider variations within summer. To relate the variation of rainfall amount with the change of large-scale circulation, we have considered two 15-year periods of 1979-1993 and 1994-2008. This study has used observations at 58 stations in South Korea and NCEP-NCAR $2.5^{\circ}{\times}2.5^{\circ}$ reanalysis data. The major change in synoptic environment for the Changma period is characterized by the intensified anticyclone over Mongolia during 1994-2008, which results in a weak meridional oscillation of Changma front. As a result, rainfall amount for the Changma period and the frequency of extreme events have significantly increased after 1993/1994. A major change of synoptic environment for August is the significant westward extension of the western Pacific subtropical high, which allows not only more moisture transports but also stronger cyclonic circulation over the Korean peninsula. Rainfall amount for August and frequency of extreme events have also increased after 1993/1994. However, variability of rainfall amount is larger for August than that for the Changma period, with some years showing very dry August (monthly rainfall amount less than 150 mm).

• 대한토목학회논문집
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• 제30권1B호
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• pp.1-11
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• 2010

본 논문에서는 측우기 관측 자료계열(CWK)과 근대우량계 관측 자료계열(MRG)의 월별 장기변화 특성을 파악하기 위하여 통계적 경향성 검정방법 5가지를 이용하여 각 자료계열의 경향성 여부를 검정하였다. 더불어 각 자료계열별로 연도별 시간축과 월별 시간축을 동시에 고려한 2차원 LOWESS 회귀분석을 실시하여 강우의 변동 특성을 분석하였다. 경향성 분석결과 검정방법별로 95% 신뢰수준에서 경향성에 대해 큰 유의성이 있다고 보기는 어려웠다. 4가지 강우특성에 대한 2차원 LOWESS 회귀분석 결과, 1980년 이후부터 강우의 양적 증가추세와 더불어 강우의 월간 변화폭도 급격한 증가추세를 보이고 있는 것으로 나타났다.

• 한국방재학회 논문집
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• 제9권3호
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• pp.127-133
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• 2009

본 연구에서는 다변량 Monte Carlo 기법을 이용하여 무차원 누가강우량 곡선을 생성하였다. 이를 위해 30년 이상의 관측년수를 갖는 강우자료를 활용하여 강우사상을 분리하고 이를 무차원화하여 강우의 지역적, 시간적 변동성을 제거하였다. 그리고 이들 무차원화된 누가강우량곡선을 4가지 형태로 구분하여 강우자료 특성을 반영한 누가강우량 곡선을 생성하였다. 무차원 누가 강우량 곡선의 절점이 항상 0이상이고 전체의 합이 1이 되어야 하는 제약조건을 극복하기 위해 log-ratio 기법을 도입하였고 Monte Carlo 기법을 이용한 다변량 생성시 요구되는 정규화와 상관계수 반영의 문제점을 Johnson 시스템과 직교변환을 도입하여 모형에 적용함으로서 제약조건을 극복할 수 있었다. 본 연구에서 적용한 다변량 Monte Carlo 기법을 이용한 강우변동생성기법은 실제 강우량 자료의 특성을 가공없이 반영할 수 있어 해당 유역의 특성을 정확히 반영할 수 있었고 유역의 홍수대책 수립, 수공구조물 설계 및 분석 등 활용성이 매우 클 것으로 판단된다.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2008년도 춘계학술대회 논문집
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• pp.138-141
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• 2008

The effects of design parameters for small scale hydro power(SSHP) plants due to rainfall condition have been studied. The model to predict hydrologic performance for SSHP plants is used in this study. The results from analysis for rainfall conditions based on Weibull distribution show that the capacity and load factor of SSHP site had large difference between the variation of shape and scale parameter. Especially, the hydrologic performance of SSHP site due to variation of shape parameter varied more sensitive than the case of variation of scale parameter. And also, the methodology represented in this study can be used to decide the primary design specifications of SSHP sites.