• 대한원격탐사학회지
• /
• 제24권1호
• /
• pp.17-24
• /
• 2008

Rainfall data from three different types of rain gauge system have been collected for the summertime rain event at Mokpo in the Korean peninsula. The rain gauge system considered in this paper is composed of three tipping-bucket rain gauges with 0.1, 0.2, and 0.5 mm measuring resolutions, the Optical Rain Gauge (ORG), and the PARSIVEL (PARticle SIze and VELocity). The PARSIVEL rainfall rate has been considered as the reference for comparison since it gave good resolution and performance on this event. Comparison with the PARSIVEL rainfall rate gives the results that the error and temporal variation of rainfall rate are simultaneously reduced with increasing the averaging interval of rainfall rate or decreasing the size of tipping bucket. This suggests that the estimated rainfall rate must be optimized, differently for the type of tipping-bucket rain gages, by minimizing the averaging interval of rainfall rate under the condition satisfying the given performance of rainfall rate.

• 한국물환경학회지
• /
• 제25권5호
• /
• pp.785-791
• /
• 2009

Using artificial rainfall simulator, the soil loss, which is deemed as the most cause of muddy water problem among Non-point source (NPS) pollutant, was studied by the analysis of direct runoff, groundwater discharge, and soil water storage properties concerned with rainfall intensity, slope of area, and land cover. The direct runoff showed increasing tendency in both straw covered and bared soil as slope increases from 5% to 20%. The direct runoff volume from straw covered surface were much lower than bared surface. The infiltration capacity of straw covered surface increased, because the surface sealing by fine material of soil surface didn't occur due to the straw covering. Under the same rainfall intensity and slope condition, 2.4~8.2 times of sediment yield were occurred from bared surface more than straw covered surface. The volume of infiltration increased due to straw cover and the direct runoff flow decreased with decrease of tractive force in surface. To understand the relationship of the rate of direct runoff, groundwater discharge, and soil water storage by the rainfall intensity, slope, and land cover, the statistical test was performed. It shows good relationship between most of factors, except between the rate of groundwater storage and rainfall intensity.

• 한국관개배수논문집
• /
• 제19권1호
• /
• pp.64-76
• /
• 2012

Recently, it has been increased disaster of crops and agricultural facilities with climate change such as regional storm, typhoon. However agricultural facilities have unsafe design criteria of improving drainage corresponding to this change. This study has analyzed the impact that inundation area and magnitude of drainage-facility is decided based on fixed- and unfixed-duration precipitation by applying revised design criteria of drainage for climate change. The result was shown that 1-day and 2-days rainfall for 20-years return period has increased about 11.4%, 4.4% respectively by changing fixed- to unfixed duration. And the increase rate of design flood was 15.0%. The result was also shown that Inundation area was enlarged by 6.6% as well as increased inundation duration under same basic condition in designed rainfall between fixed- and unfixed-duration. According to the analysis, it is necessary for pump capacity in unfixed-duration to be increased by 70% for same effect with fixed-duration. Therefore, when computing method of probability precipitation is changed from fixed one to unfixed-duration by applying revised design criteria, there seems to be improving effect in drainage design. Because 1440-minutes rainfall for 20-years return period with unfixed-duration is more effective than 1-day rainfall for 30-years return period with fixed-duration. By applying unfixed-duration rainfall, capacity of drainage facilities need to be expanded to achieve the same effects (Inundation depth & duration) with fixed-duration rainfall. Further study is required for considering each condition of climate, topography and drainage by applying revised design criteria.

• 한국산학기술학회논문지
• /
• 제18권4호
• /
• pp.101-110
• /
• 2017

소방방재청(현 국민안전처)은 지역별 방재성능목표 설정 기준을 마련하여 방재성능목표 강우량을 제시하고 있으며, 자치단체별 10년 주기로 방재성능목표를 설정하고 있다. 반면에 10년 단위 목표 강우량 재산정은 기후변화에 따른 현재 상태의 강우량 변동을 반영하는데 있어 다소 어려움이 있는 것으로 판단되었다. 본 연구에서는 최신 강우량 자료를 이용한 충남지역 및 대전지역의 확률강우량도를 작성하고 목표 강우량 산정 기준인 도시 특성을 반영한 사회 경제적 기준에 따른 가중치 적용과 상향된 확률강우량 적용 기준에 따른 목표 강우량 산정 및 기존 목표 강우량과 비교 검토를 수행하였다. 확률강우량 산정을 위한 입력자료는 충청남도와 대전 지역 기상청 산하 강우관측소에 위치한 6개 지점을 선택하여 적용하였다. 산정결과 상향된 확률강우량 적용시 일부 유사지역이 나타나는 반면에 상향 또는 하향되는 경우가 적지 않게 발생하였으며, 그 차이도 10mm 미만에서 다소 큰 차이를 갖는 것으로 나타났다. 이러한 결과는 기후변화에 따른 강우 변동성 및 불확실성을 고려하는 경우 기존 목표 강우량이 현재 상태를 적절히 반영하지 못하는 것으로 판단되었다. 최근 기후변화에 따른 강우 변동성 및 불확실성 등을 고려한 방재성능 목표 강우량의 필요성이 대두되고 있으며, 이와 함께 장래 목표 강우량의 산정기준의 적합성 검토와 함께 설계자를 위한 명확한 기준제시를 통해 현재상태를 반영한 목표 강우량 산정이 필요할 것으로 판단되었다.

• 대한토목학회논문집
• /
• 제33권4호
• /
• pp.1489-1498
• /
• 2013

본 연구에서는 불포화 사면에서 선행강우의 영향을 고려하고자 지반의 초기 포화도를 3가지(36, 51, 77%)로 설정하여 수리학적-역학적 동시 유한요소해석(monolithically coupled finite element analysis)을 수행하였다. 선행강우에 의한 불포화 사면의 불안정성은 사면 내 모관흡수력 분포와 사면표층의 변위를 통하여 확인할 수 있다. 또한 Drucker-Prager model의 항복경계기준(trial failure criterion)을 적용하여 강우 침투에 의한 불포화 사면의 탄성 및 소성거동을 파악하였다. 그 결과, 선행강우에 의한 지반의 초기 포화도가 클수록 강우에 의한 변위가 크게 발생하며 모관흡수력 또한 감소한다. 특히, 모관흡수력은 지반이 건조할수록 빠르게 감소하며, 초기에 동일한 모관흡수력을 갖는 사면표층에서 포화도가 작은 지반일수록 더 빠른 모관흡수력 감소를 보였다. 풍화토의 탄성과 소성거동을 구분하기 위해 사용된 Drucker-Prager model을 통해 사면 파괴가 시작되는 항복경계지점을 확인 할 수 있었다.

• International Journal of Aeronautical and Space Sciences
• /
• 제7권2호
• /
• pp.50-55
• /
• 2006

Currently, a gas fueled diffusion flame is used for the relay torch system. It could be burned cleanly but should be stable at severe weather condition such as rain of up to 55 mm/h, winds of up to 70 km/h and also produce a highly bright yellow visible flame. This paper presents torch diffusion flame characteristics on the various wind speeds and rainfall conditions. From the results, flame lengths are controlled by the momentum flux ratio of fuel and ambient air flow and flame stability is much influenced by the mixing characteristics with air flow. Flame is fluctuated above than 200 mm/h rainfall and blow out is occurred about 300 mm/h rainfall condition.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2005년도 춘계 학술발표회 논문집
• /
• pp.735-738
• /
• 2005

The purpose of this study is the infiltration characteristics of soil cut-slope by rainfall. Stability analysis of soil cut-slopes has been conducted by limit equilibrium method on Seep/w and finite element method on Slope/w. Result is same as following. First. the hour when seepage line and groundwater in contact is proportionate from rainfall rate condition and upper natural slope gradient condition which is identical. Second, when seepage line and groundwater is contact, seepage line moves gradually at soil cut-slope surface. Finally, seepage line is formed similarly with soil cut-slope gradient. Third, when rainfall is ended, from the recording upper natural slope where the hour will pass it is stabilized

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2004년도 학술발표회
• /
• pp.256-261
• /
• 2004

Due to the problems of global warming, the frequency of meteorological extremes such as droughts, floods and the annual rainfall amount are suddenly increasing. Even though the increase of greenhouse gases, for example, is thought to be the main factor for global warming, its impact on global climate has not yet been revealed clearly in rather quantitative manners. Therefore, tile objective of this study is to inquire the change of precipitation condition due to climate change by global warming. In brief, this study want to see its assumption if rainfall quantile estimates are really changing. In order to analyze the temporal change, the rainfall quantile estimates at the Seoul rain gauge stations are estimated for the 21-year data period being moved from 1908 to 2002 with 1-year lag. The main objective of this study is to analyze the variability of rainfall quantile estimates using four methods. Next, The changes in confidence interval of rainfall quantile are evaluated by increasing the data period. It has been found that confidence interval of rainfall quantile estimates is reduced as the data period increases. When the hydraulic structures are to be designed, it is important to select the data size and to re-estimate the flood prevention capacity in existing river systems.

• 한국방재학회 논문집
• /
• 제4권1호
• /
• pp.25-31
• /
• 2004

강우침투는 철도성토사면의 불안정성을 유발하는 요인으로 작용하여 때때로 파괴의 결과로 나타나게 된다. 강우량과 철도성토사면 안정성과의 기본적인 상관성이 강우에 의한 성토사면의 불안정성을 분석하여 제안되었다. 사면내부로의 강우침투속도를 규명하기 위하여 실내시험을 수행하였으며, 강우침투실험결과에서 강우침투량은 강우침투속도가 사면경사에 의해 지배되기 때문에 저수지 등의 경우에 있어서의 침투와는 상당히 다르다는 것을 알 수 있었다. 이와 같은 견과에 근거하여 강우의 경계조건을 변화시켜 적용한 후, 다양한 수치해석을 수행하였다. 이를 통해 강우시 철도 성토사면의 전단강도, 포화도 그리고 간극수압의 변화를 예측할 수 있었으며, 철도사면의 안전율이 강우량-강우지수의 함수로서 표현될 수 있었다. 따라서 이 강우지수가 강우시 열차운전규제기준을 설정하기 위해 유용함을 밝혔다.

• 한국농공학회지
• /
• 제24권1호
• /
• pp.63-72
• /
• 1982

To maintain an optimum condition for the plant growth on upland soil, the irrigation planning after the natural rainfall should be given enormous considerations on the rainfall effectiveness. This study has been intended to develop the computer model for estimating the effec- tiveness of the rainfall. The computer model should also estimated the infiltration due to the rainfall and the soil moisture deficiency at the root zone of the plant. For this purpose, the experiments of infiltration using rainfall simulator and the observations of the change of soil moisture content before and after rainfall were carried out. Needed input data for the developed model include final infiltration capacity and field capacity of the soil, porosity of the top soil, root depth of the plant, rainfall intensity and duration, and the Horton's decay coefficient. Among the needed input data for the developed model, final infiltration capacity and Horton's decay coefficient were determined by the experiments of infiltration. And from the result of the experiments, it is found that there is a great correlation between initial infiltration capacity and initial moisture content. And it is also found that the infiltration due to rainfall can be estimated with the Horton's equation. The developed model was tested by the experimental data with two rainfall intensities. Tests were conducted on the different root depths at each rainfall. Observed and estimated effective rainfalls were found to have great correlation. The result of the experiments showed that the effectiveness of the rainfall were 100%, so the comparisons were conducted by the comsumption rates of infiltration at each depth. The developed model can be also used for estimating the deficiency of rainfall, if the rainfall is not sufficient to the needed soil moisture. But, test was not carried out.