• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.649-653
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• 2005

유역형상의 변화에 따라서 이동강우가 유출에 미치는 영향을 운동파이론을 적용하여 분석하였으며, 유역형상은 신장형유역과 정4각형유역 및 장방형유역에 대하여 분석하였고, 이동강우 분포형은 균등분포형, 전진형, 지연형, 중앙집중형을 사용하였다. 이와 같은 형상의 유역에 대하여 다양한 이동속도를 가진 강우가 유역내 하천의 상류방향, 하류방향, 횡방향으로 이동할 때 강우분포형에 따르는 유출수문곡선을 모의하여 그 특성을 비교분석하였다. 유출수문곡선의 모양과 첨두시간, 첨두유량은 시간적, 공간적으로 변화하는 강우와 유역형상에 의하여 크게 영향을 받는다. 횡방향의 이동강우에서는 상류방향과 하류방향의 경우보다 더 큰 첨두유량이 발생하며, 하류방향 이동강우의 첨두유량은 상류방향의 첨두유량보다 더 크게 나타났다. 신장형유역의 경우 하류방향 이동강우의 첨두시간은 상류방향과 횡방향의 경우보다 더 지체되며, 수문곡선의 총유출량과 기저시간은 강우속도가 증가함에 따라 감소하였다.

• Journal of Korea Water Resources Association
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• v.37 no.10
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• pp.823-836
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• 2004

Using the simple geometry for the idealized catchment consisting of two plane surfaces and a stream between them, runoff was analysed for the moving storms based on the kinematic wave equation. The storm velocity applied in this study was 0.25∼2.0 m/s moving up, down and cross direction of catchment. Applied rainfall distribution types are uniform, advanced, delayed, intermediate type. The results indicate that the moving storms of cross direction generate the largest peak runoff, and the smallest runoff appears in the case of up stream direction. The sensitivity of runoff to rainfall distribution types decreases as storm velocity increases. It is clear that faster storm velocity generates faster peak time and becomes thin hydrographs rapidly.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.218-218
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• 2016

차량용 강우 센서는 강우측정이 어려운 지역의 강수량 측정이 가능하고, 실시간으로 강우정보를 생성해 내기 때문에 차세대 강우측정기로써 전망이 기대된다. 차량용 강우 센서는 일반적인 강우관측기와 달리 물 입자가 커질수록 빛의 산란이 크게 일어나는 현상을 이용한다. 산란이 크게 일어나면 강우 센서에 입력되는 값이 줄고 이는 강수가 높다는 것을 의미한다. 강우가 발생하면 자동차 전면 유리창에 부착된 강우 센서가 감지하는 우적량을 강우량으로 환산하는 방법을 통해 강우량을 산정한다. 강우가 쌓이고 나서 나중에 그 값을 측정하는 것이 아니라 즉시 그 값을 계산하여 강우량을 산출해야하기 때문에 단계가 복잡하다. 수식이 복잡할수록 오차가 발생할 확률도 크고 처리 속도도 느려지기 때문에 W-S-R 관계식을 이용하여 복잡한 수식을 간단하게 정리할 필요가 있다. AWS 기상관측소와의 비교 분석을 위해 차량에 우량계를 장착하였으며 W-S-R 관계식을 통하여 상관관계 분석하여 회귀식을 도출 한다. W-S-R 관계식이라 함은 와이퍼의 속도관계(W), 강우센서(S), 실제 강우(R)을 의미한다. 여기서 와이퍼의 속도관계는 와이퍼의 한 번 이동 했을 시 실제 강우는 실내강우발생 장비를 제작하여 10~80mm의 강우를 발생시키고 그 값은 우량계로 관측한다. 본 연구에서는 물 입자의 산란과 차량용 강우 센서 간의 관계식 도출과 W-S-R 관계식을 이용하여 실제 강우 정보와의 상관관계를 위한 분석을 통한 회귀식 개발을 목표로 한다.

• The Journal of the Korea Contents Association
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• v.15 no.4
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• pp.510-518
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• 2015

Weather condition has effect on traffic condition, but there is a lack of research between weather and traffic condition. So, in this study analyzes speed variation according to rainfall intensity in national highway provincial road. The results of the analysis, average speed is reduced about 3.2%. But average speed decrease by maximum 8.8% when traffic volume is below 200vph per direction. Because relatively, free flow traffic speed has greatly deceased according to rainfall intensity in provincial road. Also in this study estimates of speed reduction model according to rainfall and performs the statistical verification. Estimated speed reduction model's slops are gradual when rainfall increased, because average speed is reduced by rainfall when free flow.

• Journal of the Korean Society of Hazard Mitigation
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• v.7 no.5
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• pp.167-178
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• 2007

Based on the kinematic wave equations, the influence of moving rainstorms on the surface runoff were analyzed with a focus on the rainfall distribution types. Applied hypothetical rainfall distribution types of moving rainstorms used are uniform, advanced, delayed and intermediate type. The moving rainstorm velocities applied in this study were $0.125{\sim}2.0m/s$ of moving upstream and downstream direction of plane surface. Simulations were undertaken by varying the rainfall distribution type, moving rainstorm velocity and moving direction, and the results were compared with that of stationary rainfall. The results indicate significant differences in peak discharges and hydrograph shapes for moving rainstorms of various rainfall patterns and moving directions. It shows that the moving rainstorms of downstream direction generate the largest peak runoff at all rainfall distributions. The sensitivity of runoff to rainfall distribution types decreases as storm velocity increases. It is clear that faster rainstorm velocity generates faster peak time and becomes thin hydrographs rapidly.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.37 no.5
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• pp.837-844
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• 2017

Generally, V/C ratio in uninterrupted traffic flow and average travel speed in interrupted traffic flow are utilized as measure of effect for assessing operational situation of roads. The set of road conditions and traffic conditions are considered to be major variables for assessing operational situation in the traffic flow. However, weather conditions such as rainfall also affect the operational situation of roads. The studies reflected by the rainy situation are conducted in the uninterrupted flow, but the related studies are insufficient in the interrupted flow. In this study, the modification factors during rainfall in the interrupted flow were suggested, and the factors could be used when calculating the average travel speed during rainfall in the interrupted flow. By utilizing the data that were investigated in the same road and traffic conditions and the different weather conditions (rainy day or clear day), the modification factors were founded on regression analysis of the travel speed during rainfall as a dependent variable. Modification factors was suggested in dividing peak time, non-peak time, and whole period. Based on this study, the modification factors can be used to complementing the average travel speed model for assessing the operational situation of urban streets during rainfall.

• Journal of the Korean Geotechnical Society
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• v.31 no.8
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• pp.5-15
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• 2015

One-dimensional rainfall laboratory tests using gneissic weathered soil were conducted to investigate effect of antecedent rainfall on infiltration characteristics. Experimental results using samples from Chuncheon and Chungju sites showed that rainfall onto the ground surface decreased initial negative pore water pressure of unsaturated soils, which recovered gradually after the end of rainfall. Rainfall intensity increases water infiltration rate, and infiltration rate during main rainfall is faster than that of the preceding rainfall. It is considered that higher water saturation after antecedent rainfall increases water infiltration rate during main rainfall. In particular, Chungju sample with higher clay content had slower recovery of negative pore water pressure and infiltration rate. Numerical results using finite element slope stability analysis showed that reduction of initial negative pore pressure due to rainfall infiltration deteriorates slope stability, and diffusion of pore water pressure after the end of rainfall further reduces FS of the slope in the short term. Main rainfall after prior rainfall further reduced factor of safety of the unsaturated slope. Pattern of antecedent rainfall has a significant impact on the magnitude and distribution of initial pore water pressure in unsaturated soils which are controlling factor to assess factor of safety of unsaturated slope during rainfall.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.178-178
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• 2018

차량용 강우센서는 강우에 따라 와이퍼의 동작 속도를 제어하기 위해 만들어졌다. 따라서 강수의 크고 적음을 대략적으로 판단하여 와이퍼의 속도단계를 결정하기 위한 장치이다. 차량용 강우 센서는 동작원리는 송수신되는 광신호에 기반한다. 일반적인 강우관측기와 달리 물 입자가 커질수록 빛의 산란이 크게 일어나는 현상을 이용한다. 산란이 크게 일어나면 강우 센서에 수광부의 광신호 값이 줄고 이는 강수가 높다는 것을 의미한다. 따라서 센서의 감지신호(Signal)와 실제강우(R)과의 관계를 이용하여 강우량으로 환산할 수 있는 R-S관계식을 개발하였다. 센서의 감지 신호(Signal)를 강우량으로 환산하기 위하여 실내 강우발생 실험 장치를 이용하여 일정 강우(R)를 증가시키고 그때 발생된 센서 감지량(S)의 관계를 수치적으로 분석하여 상관식을 만들었으며 실제 AWS, 자기우량계와 비교 분석하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.193-193
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• 2020

집중호우로 인한 이재민 발생, 침수 등 많은 인명 및 재산 피해가 지속적으로 발생함에 따라, 홍수재해를 사전에 대응하는 다양한 방법에 대한 관심이 증가하고 있다. 본 연구에서는 레이더 반사도를 이용하여 강우의 이동방향과 이동속도를 추정하여 초단기 정량강우예측(QPF)이 가능한 기법을 개발하고, 2016년 태풍 차바 사상에 대하여 비슬산 레이더자료를 이용하여 분석을 실시하였다. 개발기법은 1단계 레이더 강우강도 앙상블 멤버 생성, 2단계 레이더 강우강도 이동속도 계산, 3단계 레이더 강우강도 앙상블 초단기 예보, 4단계 초단기 예보 검증의 과정으로 이루어진다. 본 연구결과물인 레이더 기반 초단기 강우예측자료는 수치예보기반 강우예측자료 및 다양한 레이더 기반 초단기예보자료들과 함께 강우예측율 향상에 기여할 것으로 판단된다.

• Journal of the Korean Society of Hazard Mitigation
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• v.4 no.1 s.12
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• pp.25-31
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• 2004

Infiltration of rainfall causes railway embankment to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment is defined to analyze the stability of embankment by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall Infiltration show that rainfall Infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. Therefore, it is judged that this rainfall index can be a good tool for the rail-transport operation control.