• Title/Summary/Keyword: 단기강도

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Parameter Estimation of Intensity-Duration-Frequency Curve using Genetic Algorithm (유전자 알고리즘을 이용한 강우강도식의 매개변수 추정에 관한 연구)

  • Shin, Ju-Young;Kim, Soo-Young;Kim, Tae-Soon;Heo, Jun-Haeng
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.142-146
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    • 2007
  • 본 연구에서는 강우강도식의 매개변수를 보다 효율적으로 산정하기 위해서 유전자알고리즘을 적용한 매개변수 산정법을 제시하였으며, 지속기간의 장, 단기간에 따른 매개변수의 변화를 고려하기 위하여 다목적 유전자알고리즘을 적용하여 매개변수를 추정한 후 기존의 강우강도식에 의한 결과와 비교해 보았다. 매개변수는 지점빈도해석을 통해 산정된 확률강우량을 사용하여 추정하였고, 유전자 알고리즘의 목적함수로는 Nash & Sutcliffe Index, Root Mean Square Error(RMSE), Relative Root Mean Square Error(RRMSE), 결정계수, 평균들을 사용하여 가장 효율적인 형태의 목적함수를 구성하였다. 그 결과 기존의 매개변수 추정 방법들에 비해 유전자알고리즘을 이용한 경우에 더 정확한 강우량값을 산정할 수 있었고, 특히 다목적 유전자 알고리즘을 사용할 경우 장기간과 단기간에 걸쳐서 동시에 정확도를 향상시킬 수 있는 매개변수를 추정할 수 있는 것으로 나타났다.

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Estimation of Topsoil Erosion Considering Physical Characteristics of Rainfall (강우의 물리적 특성을 고려한 표토침식 평가)

  • Kim, Seongwon;Jeong, Anchul;Choi, Mikyoung;Jung, Kwansue
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.34-34
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    • 2019
  • 급격한 기후변화의 영향으로 강우의 발생패턴과 높은 강우강도를 갖는 호우의 발생빈도가 높아지고 있어, 짧은 시간동안 다량의 표토가 손실될 가능성이 증가하고 있다. 강우에 의한 표토손실은 다양한 영역에서 발생하는데, 특히 산지유역과 농경지에서 발생할 경우 산림자원의 손실과 작물을 재배할 수 있는 영역이 감소하는 문제를 가져오게 된다. 또한 침식된 표토가 하천으로 유입되면 퇴적으로 인한 통수능력 저하, 하천생태 교란 등의 다양한 문제가 나타나고 있다. 우리나라는 표토침식량을 추정하기 위하여 연평균 토양침식모델을 적용하고 있다. 이모형은 기본적으로 연평균 토양침식을 예측하기 위해 개발되어온 모형으로, 적용하고 있는 매개변수도 연평균 개념의 값을 가지고 있다. 따라서 이모형은 짧은 시간동안에 발생하는 호우사상으로 발생하는 표토침식을 예측하는데 한계를 가진다. 본 연구에서는 기후변화의 영향으로 나타나는 단기호우사상에 의한 표토침식을 예측하기 위해 외부에서 작용하는 침식요인인 강우강도를 고려하기 위하여, 강우입자의 물리적인 특성을 반영한 강우에너지 산정공식을 제시하였다. 또한 기 개발된 분포형 단기표토침식모형에 제안된 식을 적용하여 타당성을 검토하였다.

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Parameter Estimation of Intensity-Duration-Frequency Formula Using Genetic Algorithm(II): Separation of Short and Long Durations (유전자알고리즘을 이용한 강우강도식 매개변수 추정에 관한 연구(II): 장.단기간 구분 방법의 제시)

  • Shin, Ju-Young;Kim, Tae-Son;Kim, Soo-Young;Heo, Jun-Haeng
    • Journal of Korea Water Resources Association
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    • v.40 no.10
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    • pp.823-832
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    • 2007
  • In this study, the separation of short and long durations for estimation the parameters of IDF curve is suggested by using Multi-Objective Genetic Algorithm (MOGA). Objective functions are to minimize root mean squared error (RMSE) and relative RMSE between observed and computed values. The criteria for separation are two; the first one is to estimate more precisely the parameters of IDF curve and the second is to make a single IDF curve without non-continuous duration point. For this purpose 22 rainfall recording gauges operated by Korea Meteorological Administration are selected and three IDF curves that are used generally in South Korea are tested. The result shows that the IDF curve developed by Heo et al. (1999) would be the best of three tested IDF curves, and the suggested parameter estimation method using MOGA can compute more reliable parameters compared with empirical regression analysis.

Estimation of Rutting Property of Artificially-Aged Asphalt Mixtures Based on LMS(%) and $S_D$ (LMS(%)와 $S_D$에 의한 노화 아스팔트 혼합물의 소성번형 추정)

  • Jung, Jae-Hun;Park, Tae-Won;Doh, Young-Soo;Kim, Kwang-Woo
    • International Journal of Highway Engineering
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    • v.9 no.3
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    • pp.123-134
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    • 2007
  • This study was carried out for evaluating correlation of aging level and deformation resistance of asphalt mixtures conditioned by artificial aging treatment. The specimens were made of the short-term aged loose asphalt mixture which was kept in a convection oven at $154^{\circ}C$ for 2 hours, and then were artificially aged at $110^{\circ}C$ for 24, 48, 72 and 96 hours for long-term aging. Deformation strength ($S_D$) and large molecular size ratio (LMS(%)) were measured after short-term and each long-term aging treatment to evaluate aging extents of each mixture with aging time using GPC(Gel-permeation chromatograph) test. It is shown that the $S_D$ and LMS(%) were increased with aging time increment, and that LMS(%) quantity and $S_D$ have relatively good correlation each other. This study found that the aged asphalt mixture had better resistance against rutting and it was possible to estimate rutting characteristics of asphalt mixtures by using LMS(%) without a binder recovery.

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The Influences of Intellectual Property-based Entrepreneurship on major Entrepreneurial Performance (지식재산기반 창업의 효과 및 시사점: 주요 창업성과에 대한 특허기반 창업의 영향)

  • Chung, Doohee;Lee, Gyungpyo;Shin, Jaeho
    • Asia-Pacific Journal of Business Venturing and Entrepreneurship
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    • v.14 no.3
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    • pp.1-11
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    • 2019
  • Based on the knowledge spillover theory of entrepreneurship(KSTE) and resource based view(RBV), this study examines that how patent based entrepreneurship impacts on improving key performances such as financing, firm innovation, sales, product selling growth, employment. This study which is conducted with data from 353 startup firms indicates that patent based entrepreneurship has positive effects on performance of financing, innovation, product selling growth, and employment. On the other hand, there is no effect of patent-based entrepreneurship on sales performance. This statistical results were the same The results were the same when the independent variables were measured as intensity of patent based entrepreneurship which indicates the rate of patent based product or service among total number of product or service of the startup company.

A study on blending technique of precipitation forecasting for optimized quantitative precipitation forecast (최적예측강수 산출을 위한 강수예측자료 병합기법 연구)

  • Yang, Ha-Young;Jeong, Jin-Yim;Ko, Hye-Young;Nam, Kyung-Yeub;Choi, Young-Jean
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.985-985
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    • 2012
  • 최근 지구온난화 및 기후변화로 인해 단시간에 높은 강우강도를 가지고 발생하는 집중호우 홍수 등의 위험기상으로 인한 인명 및 재산피해가 빈번하게 발생하고 있어 초단기 및 단기 강수 예측에 대한 중요성이 부각되고 있다. 단기 강수예측모델은 다양한 관측자료의 사용과 자료동화기법의 개발로 예측능력이 크게 향상되었지만 수치모델의 고유특성인 스핀업(spin-up) 문제로 1~6시간까지 강수예측성능에 한계를 보인다. 반면 초단기 강수예측모델은 레이더기반으로 외삽법을 이용하여 1~3시간까지 높은 정확도의 강수예측을 하지만 강수에코의 생성 소멸의 물리과정을 포함하지 않아 3시간 이후의 정확도가 낮다. 이러한 단기 및 초단기 강수예측모델의 장점을 반영하여 최적 강수예측 자료 생산을 위한 연구를 수행하였다. 이를 위해 초단기 및 단기 강수예측모델의 예측성능을 평가하였으며 모델의 예측성능 기반의 최적 강수자료 병합기법을 개발하였다. 향후 최적 강수예측 자료 생산체계가 구축되면 수문관련 유관기관에서 하천관리에 사용하는 유량예측모델에 시 공간적 고해상도의 강수예측정보를 제공하여 수문분야의 유량예측 정확도 행상에 기여할 것으로 기대된다.

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Assessment of Soil Erosion and Sedimentation in Cheoncheon Basin Considering Hourly Rainfall (시강우를 고려한 천천유역의 토양침식 및 퇴적 평가)

  • Kim, Seongwon;Lee, Daeeop;Jung, Sungho;Lee, Giha
    • Journal of the Korean GEO-environmental Society
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    • v.21 no.4
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    • pp.5-17
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    • 2020
  • In recent years, the frequency of heavy rainfall associated with high rainfall intensity has been continuously increasing due to the effects of climate change; and thus also causes an increase in watershed soil erosion. The existing estimation techniques, used for the prediction of soil erosion in Korea have limitations in predicting the: average soil erosion in watersheds, and the soil erosion associated with abnormal short-term rainfall events. Therefore, it is necessary to consider the characteristics of torrential rainfall, and utilize physics-based model to accurately determine the soil erosion characteristics of a watershed. In this study, the rainfall kinetic energy equation, in the form of power function, is proposed by applying the probability density function, to analyze the rainfall particle distribution. The distributed rainfall-erosion model, which utilizes the proposed rainfall kinetic energy equation, was utilized in this study to determine the soil erosion associated with various typhoon events that occurred at Cheoncheon watershed. As a result, the model efficiency parameters of the model for NSE and RMSE are 0.036 and 4.995 ppm, respectively. Therefore, the suggested soil erosion model, coupled with the proposed rainfall-energy estimation, shows accurate results in predicting soil erosion in a watershed due to short-term rainfall events.

Evaluation of Properties of 80, 130, 180 MPa High Strength Concrete at High Temperature with Heating and Loading (고온가열 및 하중재하에 따른 80, 130, 180 MPa 초고강도콘크리트의 역학적특성평가)

  • Choe, Gyeong-Cheol;Yoon, Min-Ho;Lee, Tae-Gyu;Lee, Seong-Hun;Kim, Gyu-Yong
    • Journal of the Korea Concrete Institute
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    • v.25 no.6
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    • pp.613-620
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    • 2013
  • Concrete has been recognized as a material which is resistant to high temperatures, but chemicophysical property of concrete is changed by the high temperature. So, mechanical properties of concrete may be reduced. Because of this, standards and researches on the degradation of the mechanical properties of concrete at high temperatures have been presented. However, research data about the state that considering the loading condition and high-strength concrete is not much. Therefore, this study evaluated the high-temperature properties of high-strength concrete by loading condition and elevated temperature. The stress-strain, strain at peak stress, compressive strength, elastic modulus, thermal strain and the transient creep are evaluated under the non-loading and $0.25f_{cu}$ loading conditions on high strength concrete of W/B 12.5%, 14.5% and 20%. Result of the experiment, decrease in compressive strength due to high temperature becomes larger as the compressive strength increases, and residual rate of elastic modulus and compressive strength is high by the shrinkage caused by loading and thermal expansion due to high temperature are offset from each other, at a temperature above $500^{\circ}C$.

Evaluation of Physical Properties and Long-term Stability of Expansion Materials for Emergency Repair by Temperature (긴급복구용 팽창재료의 온도에 따른 물리적 특성 및 장기 안전성 평가)

  • Park, Jeongjun;Kim, Kisung;Kang, Hyounhoi;Kim, Ju-Ho;Hong, Gigwon
    • Journal of the Society of Disaster Information
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    • v.14 no.1
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    • pp.79-88
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    • 2018
  • In this study, the changes of the expansion and strength according to the temperature of the emergency repairing expansion material were examined by cup foaming test and uniaxial compressive strength test, and the accelerated compression creep test was carried out to confirm the long term stability. Ramp & Hold test and accelerated compressive creep test were performed to evaluate the creep performance. The short - term creep test was used to determine the initial creep strain of the expanding material. The isothermal method using time - To evaluate the long - term compressive creep performance.