• Title/Summary/Keyword: 재현기간

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Application of a large-scale ensemble climate simulation database for estimating the extreme rainfall (극한강우량 산정을 위한 대규모 기후 앙상블 모의자료의 적용)

  • Kim, Youngkyu;Son, Minwoo
    • Journal of Korea Water Resources Association
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    • v.55 no.3
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    • pp.177-189
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    • 2022
  • The purpose of this study is to apply the d4PDF (Data for Policy Decision Making for Future Change) constructed from a large-scale ensemble climate simulation to estimate the probable rainfall with low frequency and high intensity. In addition, this study analyzes the uncertainty caused by the application of the frequency analysis by comparing the probable rainfall estimated using the d4PDF with that estimated using the observed data and frequency analysis at Geunsam, Imsil, Jeonju, and Jangsu stations. The d4PDF data consists of a total of 50 ensembles, and one ensemble provides climate and weather data for 60 years such as rainfall and temperature. Thus, it was possible to collect 3,000 annual maximum daily rainfall for each station. By using these characteristics, this study does not apply the frequency analysis for estimating the probability rainfall, and we estimated the probability rainfall with a return period of 10 to 1000 years by distributing 3,000 rainfall by the magnitude based on a non-parametric approach. Then, the estimated probability rainfall using d4PDF was compared with those estimated using the Gumbel or GEV distribution and the observed rainfall, and the deviation between two probability rainfall was estimated. As a result, this deviation increased as the difference between the return period and the observation period increased. Meanwhile, the d4PDF reasonably suggested the probability rainfall with a low frequency and high intensity by minimizing the uncertainty occurred by applying the frequency analysis and the observed data with the short data period.

Derivation of Rainfall Intensity-Duration-Frequency Equation Based on the Approproate Probability Distribution (지속기간별 강우자료의 적정분포형 선정을 통한 확률강우강도식의 유도)

  • Heo, Jun-Haeng;Kim, Gyeong-Deok;Han, Jeong-Hun
    • Journal of Korea Water Resources Association
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    • v.32 no.3
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    • pp.247-254
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    • 1999
  • The frequency analyses of annual maximum rainfall data for 22 rainfall gauging stations is Korea were performed. The method of moments (MOM), maximum likelihood (ML), and probability weighted moments (PWM) were used in parameter estimation. The GEV distribution was selected as an appropriate model for annual maximum rainfall data based on parameter validity condition, graphical analysis, separation effect, and goodness of fit tests. For the selected GEV model, spatial analysis was performed and rainfall intensity-duration-frequency equation was derived by using linearization technique. The derived rainfall intensity-duration-frequency equation can be used for estimating rainfall quantiles of the selected stations with convenience and reliability in practice.

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Consideration on the Estimation Method of the Deepwater Design Waves using the Weibull Distribution (Weibull 분포를 이용한 심해설계파 추정방법 고찰)

  • 조홍연;김정대;정신택
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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    • 2003.08a
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    • pp.359-362
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    • 2003
  • 심해 설계파를 추정하는 과정은 일반적으로 극치분포함수에 의한 방법에 의존한다. 극치분포함수를 이용하여 재현기간별 극값을 추출하는 방법은 가용한 자료를 일정기간(보통 1년)으로 구분하고, 구분된 기간에서의 최대값(또는 최소값)을 추출하고, 추출된 자료로부터 적합한 분포를 추정하는 과정으로 분류할 수 있다. (중략)

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Projection of future short duration rainfall quantile using rainfall disaggregation technique (강우분해기법을 이용한 미래 단기 확률 강우량 전망)

  • Lee, Jeonghoon;Seo, Jiyu;Kim, Sangdan
    • 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.

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Proposal of GCM Evaluation Method Using ETCCDI (ETCCDI를 활용한 전구기후모델 평가방법 제안)

  • Jung, Imgook;Cho, Jaepil;Park, Jihoon;Lee, Eun-Jeong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.205-205
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    • 2018
  • 전구기후모델은 전 지구 규모에서 일관성 있는 전망 결과를 제공한다. 이를 수자원분야의 활용과 같은 지역 단위의 응용분야에 실질적으로 활용하기 위해서는 상세화 절차가 반드시 필요하며, 상세화 전후의 결과에 대한 평가가 필요하다. 본 연구에서는 전구기후모델을 이용한 상세화 전후의 체계적인 평가를 위한 방법을 제안하고자 한다. 평가방법으로는 과거 재현성 평가와 미래 불확실성 평가를 통해 실시하였다. 과거 재현성 평가는 상세화 이전 전구기후모델의 과거 공간재현성평가와 상세화 된 자료와 ETCCDI를 이용한 Technique for Order of Preference b Similarity to Ideal Solution (TOPSIS)기법으로 평가하였다. 미래 기간의 불확실성 평가는 Katsavounidis approach (KKZ)방법을 통한 미래 불확실성의 설명력을 고려하여 실시하였다. 전구기후모델은 CMIP5에서 제공되는 모형들 중 26를 이용하였고, Representative Concentration Pathways (RCP) 시나리오는 4.5와 8.5를 이용하였고, 기상변수는 강수량, 최대기온, 최저기온을 구축하였다. 상세화는 통계적 상세화방법 중 하나인 Spatial Disaggregation Quantile Delta Mapping (SDQDM)방법을 이용하였다. 과거 재현성평가를 위한 과거기간은 1976년부터 2005년까지의 30년 기간을 사용하였다. 미래 불확실성 평가를 위한 기간은 3개 구간 (2011-2040, 2041-2070, 2071-2099)을 사용하였다. 과거 재현성 평가를 통해 26개 전구기후모델 중 모사력이 부족하다고 판단되는 모델을 제외한 19개 전구기후모델을 선정하였고, 이를 이용하여 미래 불확실성 평가를 실시하였다. 그 결과 각각의 미래기간과 RCP시나리오에서의 미래변동성을 설명하기 위한 전구기후모델의 최소 필요수를 알 수 있었다. 본 연구의 결과를 효율적인 수자원분야의 전구기후모델의 활용이 가능할 것으로 기대된다.

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Effect of Seismic Load on Residential RC Buildings under Construction Considering Construction Period (시공기간을 고려한 주거용 철근콘크리트 건물의 시공 중 지진하중 영향 분석)

  • Choi, Seong-Hyeon;Kim, Jea-Yo
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.35 no.4
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    • pp.235-242
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    • 2022
  • Compared with buildings that have already been constructed, buildings under construction may be more vulnerable to such natural disasters as earthquakes because the concrete strength is not yet sufficient. Currently, Korean design standards present minimum performance targets for each seismic grade of buildings, but the seismic load for design is based on a return period of 2400 years. However, because the construction period of the building is much shorter than the period of use of the building, the application of the earthquake return period of 2400 years to buildings under construction may be excessive. Therefore, in this study, a construction stage model of buildings with 5, 15, 25, and 60 floors was created to analyze earthquake loads during construction of residential reinforced concrete (RC) buildings. The structural stability was confirmed by applying reduced seismic loads according to the return period. As a result, the structural stability was checked for an earthquake of the return period selected according to the construction period, and the earthquake return period that can secure structural safety according to the size of the building was confirmed.

Derivation of Drought Severity-Duration-Frequency Curves Using Drought Frequency Analysis (가뭄빈도해석을 통한 가뭄심도-지속시간-생기빈도 곡선의 유도)

  • Lee, Joo-Heon;Kim, Chang-Joo
    • Journal of Korea Water Resources Association
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    • v.44 no.11
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    • pp.889-902
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    • 2011
  • In this study, frequency analysis using drought index had implemented for the derivation of drought severity-duration-frequency (SDF) curves to enable quantitative evaluations of past historical droughts having been occurred in Korean Peninsular. Seoul, Daejeon, Daegu, Gwangju, and Busan weather stations were selected and precipitation data during 1974~2010 (37 years) was used for the calculation of Standardized Precipitation Index (SPI) and frequency analysis. Based on the results of goodness of fit test on the probability distribution, Generalized Extreme Value (GEV) was selected as most suitable probability distribution for the drought frequency analysis using SPI. This study can suggest return periods for historical major drought events by using newrly derived SDF curves for each stations. In case of 1994~1995 droughts which had focused on southern part of Korea. SDF curves of Gwangju weather station showed 50~100 years of return period and Busan station showed 100~200 years of return period. Besides, in case of 1988~1989 droughts, SDF of Seoul weather station were appeared as having return periods of 300 years.

Evaluation of Agricultural Drought Prevention Ability Based on EOF Analysis and Multi-variate Time Series Model (EOF 해석 및 다변량시계열 모형을 이용한 농업가뭄 대비능력의 평가)

  • Yoo Chul-Sang;Kim Dae-Ha;Kim Sang-Dan
    • Journal of Korea Water Resources Association
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    • v.39 no.7 s.168
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    • pp.617-626
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    • 2006
  • In this study 3-month SPI data from 59 stations over the Korean peninsula are analyzed by deriving and spatially characterizing the EOFs. Also, the coefficient time series of EOF are applied to the multi-variate time series model to generate the time series of 10,000 years, to average them to estimate the areal average, and to decide the maximum drought severity for given return periods. Finally, the drought prevention ability is evaluated by considering the effective storage of dam within the basin and the size of agricultural area. Especially for the return period of 30 years, only the Han river basin has the potential to overcome the drought. Other river basins like the Youngsan river basin, which has a large portion of agricultural area but less water storage, are found to be very vulnerable to the rainfall-sensitive agricultural drought.

Confidence Interval Estimation of the Earthquake Magnitude for Seismic Design using the KMA Earthquake Data (기상청 지진 자료를 이용한 내진설계 지진규모의 신뢰구간 추정)

  • Cho, Hong Yeon;Lee, Gi-Seop
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.29 no.1
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    • pp.62-66
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    • 2017
  • The interest on the potential earthquake magnitude and the request on the earthquake-resistant design examination for coastal structures are emerged because of the recently occurred magnitude 5.8 earthquake in Gyeoung-Ju, Korea. In this study, the magnitude and its confidence intervals with the return periods are estimated using the KMA earthquake magnitude data (over 3.5 and 4.0 in magnitude) by the non-parametric extreme value analysis. In case of using the "over 4.0" data set, the estimated magnitudes on the 50- and 100-years return periods are 5.81 and 5.94, respectively. Their 90% confidence intervals are estimated to be 5.52-6.11, 5.62-6.29, respectively. Even though the estimated magnitudes have limitations not considering the spatial distribution, it can be used to check the stability of the diverse coastal structures in the perspective of the life design because the potential magnitude and its confidence intervals in Korea are estimated based on the available 38-years data by the extreme value analysis.

Return Period Estimation of Droughts Using Drought Variables from Standardized Precipitation Index (표준강수지수 시계열의 가뭄특성치를 이용한 가뭄 재현기간 산정)

  • Kwak, Jae Won;Lee, Sung Dae;Kim, Yon Soo;Kim, Hung Soo
    • Journal of Korea Water Resources Association
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    • v.46 no.8
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    • pp.795-805
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    • 2013
  • Drought is one of the severe natural disasters and it can profoundly affect our society and ecosystem. Also, it is a very important variable for water resources planning and management. Therefore, the drought is analyzed in this study to understand the drought distribution and trend. The Standard Precipitation Index (SPI) is estimated using precipitation data obtained from 55 rain gauge stations in South Korea and the SPI based drought variables such as drought duration and drought severity were defined. Drought occurrence and joint probabilistic analysis for SPI based drought variables were performed with run theory and copula functions. And then the return period and spatial distribution of droughts on the South Korea was estimated. As the results, we have shown that Gongju and Chungju in Chungcheong-do and Wonju, Inje, Jeongseon, Taebeak in Gangwon-do have vulnerability to droughts.