• Title/Summary/Keyword: 재현모형

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Development of Horizontal Displacement Sensor for Rainfall-simulated Centrifugal Model Test (강우재현 원심모형실험에 적용하기 위한 수평변위 계측장치의 개발)

  • Lee, Chungwon;Park, Sungyong;Kim, Yongseong
    • Journal of the Korean GEO-environmental Society
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    • v.15 no.12
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    • pp.71-77
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    • 2014
  • Heavy rainfall induces many disasters including slope failure and infrastructure collapse. In this point of view, rainfall-simulated centrifugal model test can be a reasonable tool to evaluate the stability of geotechnical structure. In order to obtain the displacements of a model in centrifugal model test, in general, LVDT and laser displacement sensor are used. However, when the rainfall is simulated, the LVDT has the problem of excessive infiltration into the model ground, and the laser displacement sensor provides the measuring result with inaccuracy due to the dispersion of the laser radiation. Hence, in this study, horizontal displacement sensor for rainfall-simulated centrifugal model test was developed. This sensor produced with a thin elastic steel plate and gave the accurate relationship between the displacement and the strain.

Numerical Simulations of Dam-Break Flows and Inundation considering Nonhydrostatic Pressure and Dispersive Effects (동수압 및 분산 효과를 고려한 댐붕괴파와 범람 수치모의)

  • Kim, Dae-Hong;Lynett, Patrick
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.213-217
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    • 2010
  • 댐붕괴파 (dam-break flow)나 지진해일에 의해 발생하는 undular bore와 충격파 (shock) 현상을 동수압 및 분산효과를 고려하여 수치모의를 수행하였다. 완전비선형 Boussinesq-type equations 모형을 이용하여, 동수압 및 분산 효과를 고려하였다. 방정식은 4차 정확도의 유한체적법을 이용하여 해석하였고, 시간적으로도 4차정확도의 기법을 이용하여 고차미분항에 대한 수치분산을 억제하였다. 다양한 경우의 1차원과 2차원 공간에서의 수치모의를 수행하고 검증을 수행하였다. 그 결과, 완전비선형 Boussinesq-type equations 모형은 천수방정식 (shallow water equations) 기반의 모형에서 재현이 불가능한 undular bore 등을 재현 하는 등, 전반적으로 천수방정식 기반의 모형 보다 물리적으로도 타당하고 정량적으로도 실험결과와 잘 일치하는 경향을 보였다. 즉, 댐붕괴파나 지진해일 등에 의한 범람 모의에 있어 동수압과 분산 효과의 중요성이 공학적으로도 매우 중요한 고려사항 임이 나타났다.

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Theoretical Investigations on Compatibility of Feedback-Based Cellular Models for Dune Dynamics : Sand Fluxes, Avalanches, and Wind Shadow ('되먹임 기반' 사구 역학 모형의 호환 가능성에 대한 이론적 고찰 - 플럭스, 사면조정, 바람그늘 문제를 중심으로 -)

  • RHEW, Hosahng
    • Journal of the Korean association of regional geographers
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    • v.22 no.3
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    • pp.681-702
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    • 2016
  • Two different modelling approaches to dune dynamics have been established thus far; continuous models that emphasize the precise representation of wind field, and feedback-based models that focus on the interactions between dunes, rather than aerodynamics. Though feedback-based models have proven their capability to capture the essence of dune dynamics, the compatibility issues on these models have less been addressed. This research investigated, mostly from the theoretical point of view, the algorithmic compatibility of three feedback-based dune models: sand slab models, Nishimori model, and de Castro model. Major findings are as follows. First, sand slab models and de Castro model are both compatible in terms of flux perspectives, whereas Nishimori model needs a tuning factor. Second, the algorithm of avalanching can be easily implemented via repetitive spatial smoothing, showing high compatibility between models. Finally, the wind shadow rule might not be a necessary component to reproduce dune patterns unlike the interpretation or assumption of previous studies. The wind shadow rule, rather, might be more important in understanding bedform-level interactions. Overall, three models show high compatibility between them, or seem to require relatively small modification, though more thorough investigation is needed.

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Soil Water Characteristic Curve of the Weathered Granite Soil through Simulated Rainfall System and SWCC Cell Test (강우재현 모형실험과 SWCC Cell 실험에 의한 화강암질 풍화토의 함수특성곡선)

  • Ki, Wan-Seo;Kim, Sun-Hak
    • The Journal of Engineering Geology
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    • v.18 no.4
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    • pp.523-535
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    • 2008
  • A simulated rainfall system was built, and the unsaturated characteristics were examined by execution of simulated rainfall system test and soil water characteristic curve cell test(SWCC Cell Test) under the various rainfall and slope conditions. With the results, the applicability of infiltration behavior under rainfall and soil water characteristic curve models to the unsaturated weathered granite soil was examined. At the results of comparison the volumetric water content and matric suction measured in the wetting process(under rainfall) with those in the drying process(leaving as it was) of the simulated rainfall system, the volumetric water content showed a difference of $2{\sim}5%$ and matric suction of about $3{\sim}10\;kPa$, indicating the occurrence of hysteresis. In addition, the difference was relatively larger in matric suction than in the volumetric water content, and this tells that the hysteresis behavior is larger in matric suction. When the soil water characteristic curve derived from measurements in simulated rainfall system test were compared with those from the soil water characteristic curve cell test, both methods produced soil water characteristic curves close each other in the wetting process and the drying process, but in both, there was a difference between results obtained from in the wetting process and those from in the drying process. Thus, when soil water characteristic curves are rationally applied to the design and stability analysis considering of the properties of unsaturated soil, it is considered desirable to apply the soil water characteristic curve of the wetting process to the wetting process, and that of the drying process to the drying process.

Comparison of log-logistic and generalized extreme value distributions for predicted return level of earthquake (지진 재현수준 예측에 대한 로그-로지스틱 분포와 일반화 극단값 분포의 비교)

  • Ko, Nak Gyeong;Ha, Il Do;Jang, Dae Heung
    • The Korean Journal of Applied Statistics
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    • v.33 no.1
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    • pp.107-114
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    • 2020
  • Extreme value distributions have often been used for the analysis (e.g., prediction of return level) of data which are observed from natural disaster. By the extreme value theory, the block maxima asymptotically follow the generalized extreme value distribution as sample size increases; however, this may not hold in a small sample case. For solving this problem, this paper proposes the use of a log-logistic (LLG) distribution whose validity is evaluated through goodness-of-fit test and model selection. The proposed method is illustrated with data from annual maximum earthquake magnitudes of China. Here, we present the predicted return level and confidence interval according to each return period using LLG distribution.

Development and Accuracy Analysis of the Discharge-Supply System to Generate Hydrographs for Unsteady Flow in the Open Channel (개수로에서의 부정류 수문곡선 재현을 위한 유량공급장치의 개발 및 정확도 분석)

  • Kim, Seo-Jun;Kim, Sang-Hyuk;Yoon, Byung-Man;Ji, Un
    • Journal of Korea Water Resources Association
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    • v.45 no.8
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    • pp.783-794
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    • 2012
  • The analysis for unsteady flow is necessary to design the hydraulic structures affected by water level and discharge changes through time. The numerical model has been generally used for unsteady flow analysis, however it is difficult to acquire field data to calibrate and validate the numerical model. Even though it is possible to collect field data for some case, high cost and labor are required and sometimes it is considered that the confidence of measured data is very low. In this case, the experimental data for unsteady flow can be used to calibrate and validate the numerical model as an alternative. Therefore, the discharge-supply system which could generate various type of unsteady flow hydrograph was developed in this study. Also, the accuracy of the unsteady flow hydrograph generated by developed dischargesupply system in the experiment was evaluated by comparing with target hydrograph. Accuracy errors and Root Mean Square Error (RMSE) were analyzed for the rectangular-type hydrograph with sudden changes of flow, triangular-type hydrograph with short peak time, and bell-type flood hydrograph. As a result, the generating error of the discharge-supply system for the rectangular-type hydrograph was about 59% which was maximum error among various types. Also, it was represented that RMSE for the triangular-type hydrographs with single and double peaks were approximately corresponding to 10%. However, RMSE for the bell-type flood hydrograph was lower than 2%.

2D Flood Simulation for Estimating the Economic Loss in the Building Areas

  • Kang, Sang-Hyeok
    • Spatial Information Research
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    • v.15 no.4
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    • pp.397-406
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    • 2007
  • 2D hydraulic models of urban areas are at the forefront of current research of flood inundation mechanisms, but they are constrained by inadequate parameters of topography and insufficient data. In this paper a numerical model based on DEMs is presented to represent overflow waters due to bank break in urban areas. The surface flow in the building areas is assumed to be properly modeled by solving Saint-Venant equation. In order to represent flooding broken out in Samcheok city, 2002, hydraulic model test using tracer has been carried out and validated. These efforts will serve for making flood hazard map and for estimating economic loss due to inundation of personal properties in urban areas.

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A study of regionalization of streamflow data at ungaged watershed by watershed characteristics (유역특성을 활용한 빈도별 미계측 유역 홍수량 지역화)

  • Kim, Jin-Guk;Lee, Jeong-Ju;Park, Rea-Kon;Kwon, Hyun-Han
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.13-13
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    • 2018
  • 우리나라의 하천 홍수량 자료는 대부분 댐 상류나 홍수위험 지역 등 유역 내 하천관리가 필요한 주요 지점에서만 측정되고 있다. 그러나 매년 관측되는 강우량 자료에 비해 유출량 자료는 유역의 크기가 작아질수록 매우 제한적이며, 신뢰성 있는 홍수량자료의 구축이 어려운 실정이다. 이에 본 연구에서는 유역특성인자(유역면적, 유역경사)를 매개변수로 활용하여 권역별 설계홍수량 자료에 대한 지역화 분석을 수행하였으며, 미계측 유역에서 홍수량 추정이 가능하도록 모형을 개발 하였다. 모형에서 발생하는 불확실성을 고려하기 위하여 Bayesian GLM(generalized linear method)기법을 활용하였으며, 최종적으로 모형의 매개변수와 산정되는 홍수량 결과에 대한 불확실성 구간을 정량적으로 제시하였다. 제안된 모형을 통해 일부 유역을 미계측 유역으로 가정하여 홍수량을 추정하였으며, 통계적 지표를 활용하여 기수립된 설계홍수량 자료와의 비교를 통해 모형의 적합성을 평가하였다. 본 연구를 통해 제안된 모형은 검증과정과 도출된 결과를 통해 유역특성에 따른 재현기간별 홍수량을 효과적으로 재현하는데 유리할 뿐만 아니라, Bayesian 기법을 도입하여 매개변수와 도출된 결과에 대한 불확실성의 정량적인 평가가 가능한 장점을 확인하였다.

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