• 한국농공학회지
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• 제27권2호
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• pp.23-37
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• 1985

This studies were carried out to get characteristics of frequency distribution, probable flood flows according to the return periods, and the correlation between return periods and those length of records affect the Risk of failure in the annual maximum series of the main river systems in Korea. Especially, Risk analysis according to the levels were emphasized in relation to the design frequency factors for the different watersheds. Twelve watersheds along Han, Geum, Nak Dong, Yeong San and Seom Jin river basin were selected as studying basins. The results were analyzed and summarized as follows. 1. Type 1 extremal distribution was newly confirmed as a good fitted distribution at selected watersheds along Geum and Yeong San river basin. Three parameter lognormal Seom Jin river basin. Consequently, characteristics of frequency distribution for the extreme value series could be changed in connection with the watershed location even the same river system judging from the results so far obtained by author. 2. Evaluation of parameters for Type 1 extremal and three parameter lognormal distribution based on the method of moment by using an electronic computer. 3. Formulas for the probable flood flows were derived for the three parameter lognormal and Type 1 extremal distribution. 4. Equations for the risk to failure could be simplified as $\frac{n}{N+n}$ and $\frac{n}{T}$ under the condition of non-parametric method and the longer return period than the life of project, respectively. 5. Formulas for the return periods in relation to frequency factors were derived by the least square method for the three parameter lognormal and Type 1 extremal distribution. 6. The more the length of records, the lesser the risk of failure, and it was appeared that the risk of failure was increasing in propotion to the length of return periods even same length of records. 7. Empirical formulas for design frequency factors were derived from under the condition of the return periods identify with the life of Hydraulic structure in relation to the risk level. 8. Design frequency factor was appeared to be increased in propotion to the return periods while it is in inverse proportion to the levels of the risk of failure. 9. Derivation of design flood including the risk of failure could be accomplished by using of emprical formulas for the design frequency factor for each watershed.

• Ocean and Polar Research
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• 제28권4호
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• pp.415-423
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• 2006

Interannual variation and long-term trends of coastal sea surface temperature (SST) in Korea were investigated by analyzing 27 coastal SST time series from 1969 to 2004. Long-term linear increasing trend was remarkable with the rate over $0.02^{\circ}C/year$ at almost all the stations. The slope of long-term linear trend was larger at the stations along the eastern coast than in the western and southern regions. It was also noticeable that there was a common tendency of interannual variability with the period of 3-5 years at most of the stations. SST was lower in the 1970's and early 1980's while it was higher in the 1990's and early 2000's after the increase in the late 1980's. The pattern of the interannual variability of SST was similar to that of air temperature. Increasing trend of minimum SST in winter was obvious at most stations na it was larger along the eastern coast, while the linear trend of maximum SST in summer was less definite. Therefore, the decreasing tendency of annual amplitude was mainly due to the increasing tendency of SST in winter.

• 한국지리정보학회지
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• 제19권4호
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• pp.199-217
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• 2016

본 연구는 부산광역시 13개 기상관측지점을 대상으로 1997~2014년 동안의 기온상승율과 하강율의 계절적 특성이 연간 기온변화 특징에 미치는 영향을 분석하였다. 일별 기온 자료를 시계열적으로 단순화하기 위해 푸리에분석법을 적용하였는데, 이는 기상 자료와 같이 연속적으로 수집되는 시계열자료를 몇 개의 한정된 주요 파형으로 환원하여 자료를 단순화하는 수학적 기법이다. 부산광역시의 국지적 기온변화율은 대륙도에 의해 공간적으로 큰 영향을 받는 것으로 조사되었다. 계절적으로는 3월에 가장 높은 기온상승율(평균 $1.121^{\circ}C/month$)을 보였고, 11월에 가장 가파른 기온하강율(평균 -$1.564^{\circ}C/month$)을 나타냈다. 지역적으로 최난월인 8월 평균기온에 지배적인 영향을 주는 7월 평균기온상승율과 대륙도가 높은 지역일수록 최난일이 일찍 출현한 것으로 보아, 해양의 영향이 적은 지역일수록 기온상승률이 높고 해양 인접 지역에 비해 연중최고기온에 도달하는 시기가 앞당겨지는 것으로 분석되었다. 연구 지역 관측 지점 전체를 평균한 연도별 분석 결과도 7월 평균기온이 높은 해일수록 최난일 출현은 시기적으로 앞당겨지는 경향을 나타냈다. 도시화 정도를 나타내는 불투수면의 면적 비율 역시 기온의 연 변화와 통계적으로 상관관계를 갖는 것으로 나타났다. 관측지점의 불투수면 면적비율이 증가할수록 연평균기온이 높게 나타났고, 연평균 기온상승율과 하강율의 장기적 변동 폭도 크게 나타났다.

• 한국산림과학회지
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• 제65권1호
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• pp.48-53
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• 1984

과거(過去)에 솔잎혹파리 피해(被害)를 받은 바 있는 충청남도(忠淸南道) 서천군(舒川郡) 비인(庇仁)과 피해(被害)를 받지 않은 충청남도(忠淸南道) 홍성군(洪城郡) 장곡(長谷) 자생(自生)하고 있는 13년생내외(年生內外) 소나무의 연륜(年輪)을 Duff와 Nolan(1953)의 방법(方法)으로 비교(比較)한 바 다음과 같은 결과(結果)를 얻었다. 1) 건전(健全)한 소나무연륜(年輪)의 사선계열(斜線系列)에서 하나의 생장(生長) Pattern이 발견(發見)된다. 그러나 수선계열(垂線系列)을 위시(爲始)한 각(各) 계열(系列)에서 나무가 성장(成長)함에 따라 연륜폭(年輪幅)이 점차 증가(增加)하는 경향(傾向)도 볼 수 있었다. 2) 솔잎혹파리로 인(因)한 연륜생장저해(年輪生長沮害)는 수간기부(樹幹基部)의 수평선계열(水平線系列)에서는 발견(發見)되지 않았으나 기타계열(其他系列)에서는 모두 쉽게 식별(識別)해낼 수 있었다. 3) 경미(輕微)한 피해(被害)를 받았을 때나 생장저해(生長沮害)가 발생(發生)하는 초년도(初年度)를 판단(判斷)하기 위하여는 사선계열(斜線系列)이 가장 유용(有用)할 것으로 고찰(考察)되었다.

• 대한원격탐사학회지
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• 제29권3호
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• pp.315-324
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• 2013

Spatial information of snow cover and depth distribution is a key component for snowmelt runoff modeling. Wide snow cover areas can be extracted from NOAA AVHRR or Terra MODIS satellite images. In this study eight sets of annual snow cover data (1997-2006) in two mountainous watersheds (A: Chungju-Dam and B: Soyanggang-Dam) were extracted using NOAA AVHRR images. The distribution of snow depth within the Snow Cover Area (SCA) was generated using snowfall data from ground meteorological observation stations. Snow depletion characteristics for the two watersheds were analyzed snow distribution time series data. The decreased pattern of SCA can be expressed as a logarithmic function; the determination coefficients were 0.62 and 0.68 for the A and B watersheds, respectively. The SCA decreased over 70% within 10 days from the time of maximum SCA.

• 한국해양환경ㆍ에너지학회지
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• 제17권2호
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• pp.122-130
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• 2014

한반도 여수연안($127^{\circ}37.73^{\prime}E$, $34^{\circ}37.60^{\prime}N$)의 46년(1965-2010년)간 월평균 표면수온의 계절변동과 장기변동추세를 파악하였으며, 시계열모형을 수립하여 향후 12개월의 표면수온을 예측하였다. 여수연안의 연평균 표면수온은 $15.6^{\circ}C$, 연진폭은 $9^{\circ}C$를 보이며, 연위상은 $236^{\circ}$로서 최고수온을 보이는 시기는 8월 26일경으로 나타났다. 장기적으로 여수연안 표면수온은 연간 약 $0.0305^{\circ}C$의 유의한 상승 추세를 가지며, 시기적으로 1981년부터 2010년까지 30년간의 상승 경향이 1966년부터 1995년까지 30년간의 상승 경향보다 현저하며, 계절적으로 겨울철의 상승 경향이 지배적으로 나타났다. 월평균 표면수온을 적합시켜 선택된 시계열모형은 $ARIMA(1,0,0)(2,1,0)_{12}$을 따르며, 수립된 모형에 의한 2010년 월평균 표면수온의 예측치는 8.3%의 평균절대백분율오차(Mean Absolute Percentage Error)를 수반하였다.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.367-370
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• 2007

In recent, the utilization of underground in urban area is increased as subway, store, and others but we have done a few studies for the inundation of underground due to flooding. So, we investigate the examples of underground inundation and the causes of inundation for flood events. And the relationship between flood characteristics and underground inundation is analyzed through the frequency of rainfall which is made by annual multi maximum series. As a result, most of underground is inundated by high frequency of rainfall. And there are some cases that the underground is inundated by low frequency of rainfall because of poor drainage system and characteristics of location.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1998년도 학술발표회 발표논문집
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• pp.318-324
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• 1998

This study was conducted to derive optimal design floods by Generalized Extreme-value(GEV) distribution for the annual maximum series at ten watersheds along Han, Nagdong, Geum, Yeongsan and Seomjin river systems. Adequacy for the analysis of flood data used in this study was established by the tests of Independence, Homogeneity, detection of Outliers. L-coefficient of variation, L-skewness and L-kurtosis were calculated by L-moment ratio respectively. Parameters were estimated by the Methods of Moments and L-Moments. Design floods obtained by Methods of Moments and L-Moments using different methods for plotting positions in GEV distribution were compared by the relative mean and relative absolute error. It was found that design floods derived by the method of L-moments using weibull plotting position formula in GEV distribution are much closer to those of the observed data in comparison with those obtained by method of moments using different formulas for plotting positions in view of relative mean and relative absolute error.

• 한국농공학회:학술대회논문집
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• 한국농공학회 1998년도 학술발표회 발표논문집
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• pp.331-337
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• 1998

This study was carried out to derive optimal design floods by Weibull-3 distribution with the annual maximum series at seven watersheds along Man, Nagdong, Geum, Yeongsan and Seomjin river systems. Adequacy for the analysis of flood data used in this study was acknowledged by the tests of Independence, Homogeneity, detection of Outliers. Parameters were estimated by the Methods of Moments and L-Moments. Design floods obtained by Methods of Moments and L-Moments using different methods for plotting positions in Weibull-3 distribution were compared by the rotative mean error and relative absolute error. It has shown that design floods derived by the method of L-moments using Weibull plotting position formula in Weibull-3 distribution are much closer to those of the observed data in comparison with those obtained by method of moments using different formulas for plotting positions in view of relative mean and relative absolute error.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2002년도 학술발표회 발표논문집
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• pp.229-232
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• 2002

This study was conducted to estimate the design flood by the determination of best fitting order of LH-moments of the annual maximum series at six and nine watersheds in Korea and Australia, respectively. Adequacy for flood flow data was confirmed by the tests of independence, homogeneity, and outliers. Gumbel (GUM), Generalized Extreme Value (GEV), Generalized Pareto (GPA), and Generalized Logistic (GLO) distributions were applied to get the best fitting frequency distribution for flood flow data. Theoretical bases of L, L1, L2, L3 and L4-moments were derived to estimate the parameters of 4 distributions. L, L1, L2, L3 and L4-moment ratio diagrams (LH-moments ratio diagram) were developed in this study.