• Title/Summary/Keyword: Empirical Simulation Technique 기법

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Analysis of Hourly Precipitation for Characteristics by Typhoon and Downpour Using An Empirical Simulation Technique (EST기법을 이용한 태풍과 집중호우의 시간강우 특성 분석)

  • Oh, Tae-Suk;Oh, Keun-Taek;Moon, Young-Il;Kwon, Hyun-Han
    • Proceedings of the Korea Water Resources Association Conference
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    • 2008.05a
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    • pp.1235-1239
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    • 2008
  • 최근 기상이변 및 이상기후로 인해 예상치 못한 극치사상이 빈번하게 발생하고 있으며, 이로 인한 수자원관리 측면에 있어 많은 어려움을 겪고 있다. 특히 집중호우나 태풍 사상과 같이 단 시간 내에 많은 양의 강수량을 동반한 경우 댐과 같은 대형 수공구조물의 파괴로 인해 인명 및 재산피해의 가능성을 증가시키고 있다. 따라서 본 연구에서는 우리나라에 발생하는 시간강수량에 대한 평가를 하기 위해 우리나라에 발생하는 시간강수량과 수문기상인자인 해수면 온도 및 습윤지수와의 상관관계 분석을 통해 수문기상인자가 우리나라 강수량에 미치는 영향을 평가하였다. 또한, 우리나라에 발생하는 극한강우를 발생 원인별로 태풍 사상과 집중호우 사상으로 구분하여 수문기상인자와의 상관성 분석 결과를 바탕으로 Empirical Simulation Technique 기법을 적용하여 집중호우와 태풍으로 발생하는 강우의 특성을 평가하였다.

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Estimation of Deepwater Design Wave Height on Southern Coast of Korean Peninsula by Empirical Simulation Technique (경험모의기법에 의한 남해안의 심해 설계파고 산정)

  • Suh, Kyung-Duck;Kim, Mun-Ki;Chun, Je-Ho
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.23 no.4
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    • pp.265-275
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    • 2011
  • Estimation of wave height is the most important factor in the design of coastal structures such as breakwaters. In the present study, typhoon wind distribution was constructed by applying the parametric model of Holland (1980), and numerical simulations on the typhoon-generated waves were carried out using the WAM. The typhoons which affected the southern coast of the Korean Peninsula and several hypothetical typhoons were selected to construct the training sets. Design wave heights were estimated using the empirical simulation technique for various return periods and wave directions. The estimated design wave heights were compared with those by the peaks-over-threshold method and the results of KORDI(2005).

Extreme Sea Level Analysis in Coastal Waters around Korean Peninsula Using Empirical Simulation Technique (경험모의기법을 이용한 한반도 주변 해역에서의 극치해면 분석)

  • Suh, Kyung-Duck;Yang, Young-Chul;Jun, Ki-Chun;Lee, Dong-Young
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.21 no.3
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    • pp.254-265
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    • 2009
  • The estimation of the extreme sea level is necessary in the design of offshore or coastal structures. In this paper, the storm surge data calculated numerically at 52 harbors around the Korean Peninsula are analyzed by using annual maximum series(AMS), peaks over threshold(POT) and empirical simulation technique(EST). The maximum likelihood method was used to estimate the parameters in both AMS and POT models. The Generalized Pareto distribution was used and Chi-square and Kolmogorov-Smirnov goodness-of-fit tests were performed with the acceptable significance level 5%. The extreme sea levels were also evaluated by EST including tide effect, showing similar results as given by Jeong et al.(2008).

An Evaluation of Extreme Precipitation based on Local Downpour using Empirical Simulation Technique (Empirical Simulation Technique 기법을 이용한 집중호우의 극한강우 평가)

  • Oh, Tae-Suk;Moon, Young-Il
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.29 no.2B
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    • pp.141-153
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    • 2009
  • The occurrence causes of the extreme rainfall to happen in Korea can be distinguished with the typhoons and local downpours. The typhoon events attacked irregularly to induce the heavy rainfall, and the local downpour events mean a seasonal rain front and a local rainfall. Almost every year, the typhoons and local downpours that induced a heavy precipitation be generated extreme disasters like a flooding. Consequently, in this research, There were distinguished the causes of heavy rainfall events with the typhoons and the local downpours at Korea. Also, probability precipitation was computed according to the causes of the local downpour events. An evaluation of local downpours can be used for analysis of heavy rainfall event in short period like a flash flood. The methods of calculation of probability precipitation used the parametric frequency analysis and the Empirical Simulation Technique (EST). The correlation analysis was computed between annual maximum precipitation by local downpour events and sea surface temperature, moisture index for composition of input vectors. At the results of correlation analysis, there were revealed that the relations closely between annual maximum precipitation and sea surface temperature. Also, probability precipitation using EST are bigger than probability precipitation of frequency analysis on west-middle areas in Korea. Therefore, region of west-middle in Korea should prepare the extreme precipitation by local downpour events.

Evaluation of the Clark Unit Hydrograph Parameters Depending on Basin and Meteorological Condition: 2. Estimation of Parameter Variability (유역 및 기상상태를 고려한 Clark 단위도의 매개변수 평가: 2. 매개변수의 변동성 추정)

  • Yoo, Chul-Sang;Lee, Ji-Ho;Kim, Kee-Wook
    • Journal of Korea Water Resources Association
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    • v.40 no.2 s.175
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    • pp.171-182
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    • 2007
  • In this study, as a method for decreasing the confidence interval of the estimates of Clark hydrograph's concentration time and storage coefficient, regression equations of these parameters with respect to those of rainfall, meteorology, and basin characteristics are derived and analyzed using the Monte Carlo simulation technique. The results are also reviewed by comparing them with those derived by applying the Bootstrap technique and empirical equations. Results derived from this research are summarized as follows. (1) Even in case of limited rainfall events are available, it is possible to estimate the mean runoff characteristics by considering the affecting factors to runoff characteristics. (2) It is also possible to use the Monte Carlo simulation technique for estimating and evaluating the confidence intervals for concentration time and storage coefficient. The confidence intervals estimated in this study were found much narrower than those of Yoo et al. (2006). (3) A supporting result could also be derived using the Bootstrap technique. However, at least 20 independent rainfall events are necessary to get a rather significant result for concentration time and storage coefficient. (4) No empirical equations are found to be properly applicable for the study basin. However, empirical equations like the Kraven(I) and Kraven(II) are found valid for the estimation of concentration time, on the other hand the Linsley is found valid for the storage coefficient In this study basin. But users of these empirical formula should be careful as these also provide a wide range of possible values.

Special Quality Analysis of Extreme Rainfall by Typhoon (태풍으로 인한 극한강수 특성 분석)

  • Oh, Tae Suk;Moon, Young-Il
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.28 no.5B
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    • pp.459-473
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    • 2008
  • This study investigated typhoon characteristics that provoke precipitation which is much attacking periodically in our country, and calculated probability precipitation of extreme rainfalls using Empirical Simulation Technique. The typhoon influenced in Korea was happened 3.18 times per, and year exposed to affect Korea during 107 hours. The depth of precipitation with the typhoon was different according to observation points. The extreme precipitation of typhoon events has analyzed by change and trend analyses. In the results, mean and standard deviation of extreme rainfall has been increasing than the past events in some areas. Also, About 143 typhoons influenced Korea was applied in EST techniques using center position, central pressure, time precipitation data using rainfall observatory in Korea. Therefore, we applied EST techniques and calculated probability precipitation. In the results, Jeonla-do, Gyeongsang-do and Gangwon-do will have heavy rain with typhoon events in high probability.

Prediction of Failure Probability of Breakwater using Neural Network (신경망을 활용한 사석식 방파제의 파괴확률예측)

  • Kim, Dong-Hyawn;Park, Woo-Sun;Han, Sang-Hun
    • Ocean and Polar Research
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    • v.25 no.spc3
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    • pp.347-351
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    • 2003
  • A new approach to reliability analysis of rubble mound breakwater using neural network is proposed. At first, a neural network model which can estimate the stability number of any breakwaters for some design conditions is trained. Then, the neural network model is integrated with Monte Carlo simulation technique in order to calculate probability of failure for the breakwater. The proposed technique is compared with conventional approach using empirical formula.

A Mediation Analysis of Absorption Capacity by Bootstrapping Technique in Multiple Mediator Model (다중매개모델에서 bootstrapping기법을 이용한 흡수능력의 매개효과 분석)

  • Kim, Hyun-Woo;Lee, Hong-Bae;Shin, Yong-Ho
    • Journal of the Korea Society for Simulation
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    • v.24 no.4
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    • pp.89-96
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    • 2015
  • The mediation methods suggested by Baron and Kenny, Sobel, Aroian and Goodman, have widely used to test the mediating effect. However, as there are many problems in statistical test power, as well as statistical accuracy, a bootstrapping technique has been suggested as an alternative. In this paper, we adopt the phantom variables based on the bootstrapping technique to test the mediating effect in multiple mediator model consisting of three or more mediating variables. In particular, we formulate the multiple mediator model for analyzing the relations among organizational resources, the absorption capacity as mediating variables and technology commercialization capabilities. And using the bootstrapping approach, we analyzed the mediating effect of the absorption capacity by setting of phantom variables and calculated total indirect effect size and the statistical significance. The empirical results are as follows. First, we confirmed that the bootstrapping approach and the phantom variable is the very efficient and systematic mediation method. Second, we recognized that there is a difference in the mediating characteristics of the absorption capacity depending on the resource characteristics of human resources and material resources obviously.

Damage Detection for Bridge Pier System Using filbert-Huang Transom Technique (Hilbert-Huang변환을 이용한 교각시스템의 손상위치 추정기법)

  • 윤정방;심성한;장신애
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2002.03a
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    • pp.159-168
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    • 2002
  • A recently developed filbert-Huang transform (HHT) technique is applied to detect damage locations of bridge structures. The HHT may be used to identify the locations of damages which exhibit nonlinear and nonstationary behavior, since the HHT can show the instantaneous frequency characteristics of the signal. A series of numerical simulations were conducted for bridge pier systems with damages under a controlled load with sweeping frequency. The results of the numerical simulation study indicate that the HHT method can reasonably identify damage locations using a limited number of acceleration sensors under severe measurement noise condition.

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