• 제목/요약/키워드: heavy storm

검색결과 160건 처리시간 0.024초

분포형 홍수유출 모델링을 통한 레이더 강우자료의 효과분석 (Discussion for the Effectiveness of Radar Data through Distributed Storm Runoff Modeling)

  • 안소라;장철희;김상호;한명선;김진훈;김성준
    • 한국농공학회논문집
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    • 제55권6호
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    • pp.19-30
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    • 2013
  • This study is to evaluate the use of dual-polarization radar data for storm runoff modeling in Namgang dam (2,293 $km^2$) watershed using KIMSTORM (Grid-based KIneMatic wave STOrm Runoff Model). The Bisl dual-polarization radar data for 3 typhoons (Khanun, Bolaven, Sanba) and 1 heavy rain event in 2012 were obtained from Han River Flood Control Office. Even the radar data were overall less than the ground data in areal average, the spatio-temporal pattern between the two data was good showing the coefficient of determination ($R^2$) and bias with 0.97 and 0.84 respectively. For the case of heavy rain, the radar data caught the rain passing through the ground stations. The KIMSTORM was set to $500{\times}500$ m resolution and a total of 21,372 cells (156 rows${\times}$137 columns) for the watershed. Using 28 ground rainfall data, the model was calibrated using discharge data at 5 stations with $R^2$, Nash and Sutcliffe Model Efficiency (ME) and Volume Conservation Index (VCI) with 0.85, 0.78 and 1.09 respectively. The calibration results by radar rainfall showed $R^2$, ME and VCI were 0.85, 0.79, and 1.04 respectively. The VCI by radar data was enhanced by 5 %.

관개논과 산림유역의 홍수유출 특성 비교 (A Comparative Study of Storm Runoff Characteristics far Irrigated Paddy Fields and forest Watershed)

  • 임상준;박승우;강문성
    • 한국농공학회지
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    • 제44권3호
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    • pp.65-72
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    • 2002
  • Rainfall and runoff data from a forested watershed and irrigated rice paddies at the Bal-an experimental watershed were monitored and analyzed to investigate the variations of runoff characteristics with different land use. The comparisons were conducted fourteen storm events ranging 21.8∼190.2 mm of rainfall. Field data showed that direct runoff from paddies and forested watershed are not significantly different in volume. The peak discharge from forest watershed was less than that from paddies far lighter storms, but became greater fur heavier storms. The peak runoff from the forest watershed was 39 percent greater than from the paddies. The results demonstrate that paddies play an important role to reduce peak discharge from heavy storms as compared to forest.

금강유역에 내린 호우의 수분최대화에 의한 가능 최대 DAD의 산정 (Estimation of Probable Maximum Depth-Area-Duration by Moisture Maximization over the Geumgang River Basin)

  • 이광호
    • 대기
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    • 제16권2호
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    • pp.55-65
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    • 2006
  • The characteristics of Depth-Area-Duration (DAD) for 50 storms over the Geumgang river basin have been analysed in terms of various storm causes using the precipitation data during the period from 1984 to 2003. Results show that the ratio of the precipitation depth to duration, and the ratio of decrease in the precipitation depth to area are the largest in the case of the tropical cyclone. Storm maximization ratios are in the range 1.03 to 2.66 for the 50 selected heavy precipitation cases over Geumgang river basin, with the largest value for the tropical cyclone case, suggesting that the tropical cyclone could cause heavier precipitation than the other storms. In addition, the 24-hour probable maximum precipitation for the Geumgang river basin is estimated to be about 745 mm in the maximum precipitation area.

우수관의 설계를 위한 신뢰성해석기법의 적용 (The application of reliability analysis for the design of storm sewer)

  • 권혁재;이경제
    • 한국수자원학회논문집
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    • 제51권10호
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    • pp.887-893
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    • 2018
  • 본 연구에서는 신뢰성해석기법을 이용하여 우수관에 대한 최적설계기법을 제시하였다. 최근 빈번히 일어나고 있는 국지성호우에 대해 기존의 결정론적 설계기법으로는 우수관의 용량을 초과하여 도시침수가 일어나기 쉽다. 이러한 문제를 해결하기 위해서는 우수관의 설계변수들을 확률변수로 인식하는 추계학적 기법이 필요하다. 이를 위해서 본 연구에서는 FORM (First Order Reliability Method)을 사용하여 우수관의 신뢰성해석모형을 개발하였다. 개발된 신뢰성해석기법은 5개 지역의 실제 구축된 우수관에 적용하여 안전도를 분석하고 공사비증가에 따른 안전도의 변화를 분석하였다. 다섯 개 지역의 빈도별 강우강도를 분석하고 신뢰성해석을 통해 우수관의 용량초과확률을 정량적으로 산정할 수 있었다.

강우시 발생하는 고속도로 유출수의 초기우수 특성 및 기준 (Characteristics of First Flush in Highway Storm Runoff)

  • 김이형;강주현
    • 한국물환경학회지
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    • 제20권6호
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    • pp.641-646
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    • 2004
  • Vehicle emissions from highway landuse include different pollutants such as heavy metals, oil and grease and particulates from fuels, brake pad wear and tire wear. Since highways are impervious and have high pollutant mass emissions from vehicular activity, it is considered as stormwater intensive landuses. Therefore this research was performed to understand the magnitude of first flush and to suggest the criteria of first flush for storm runoff management in highways. The fractions of washed-off mass are very high in first 30% of runoff volume, which suggests a definition of first flush. The washed-off mass stabilizes after 30% of the runoff volume and it is apparent that treatment capacity in the early part of a storm is more valuable than treatment capacity in the later part of the storm. Using the criteria of "high" first flush and "medium" first flush, as 50% of the mass in the first 30% of the volume, and 30 to 50% in the first 30% volume, respectively, more than 30% of the storms showed high first flush. A "first flush friendly" best management practice(BMP), meaning a BMP that can treat a high percentage or all of the initial flow, would be advantageous up to 80% of the events.

도로상의 비점오염물질 저감을 위한 초기 우수유출수 처리에 관한 연구 (A Study on the Early-stage Storm Runoff Treatment for the Reduction of Non-point Pollution Materials on the Road)

  • 노성덕;이대근;전양근
    • 한국물환경학회지
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    • 제20권5호
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    • pp.525-533
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    • 2004
  • The object ofthis study was to test for STORMSYS process that composed Catch Basin and Stormsys(three units: vortex solids separator, filter media bed and vegetated filter strips). It could be applied to treat the first-flush non-point pollution materials on the road(especially, motorway). This study investigated that the runoff characteristics of non-point pollutions containing the heavy metal(Fe, Zn and Cu) by rainfall showed relatively high pollution concentration in the early-stage storm runoff on the road, which seems to be caused by the vehicular traffic, and showed the rapid reduction of pollution concentration on the basis of about 5mm rainfall volume. As the number of the non-rainy days were increased, the pollution concentration by storm runoff was increased, also. As a test result of this process, the average removal efficiency of BOD, $COD_{mn}$, SS, T-N and T-P over the testing period were 92.7%,88.6%,97.4%,93.0% and 93.3%, respectively. Also, the average removal efficiency of n-Hexane, Fe, Zn and Cu were 86.7%, 96.1%, 84.4% and 78.4%, respectively. As shown in the characteristics of storm runoff, the non-point pollution materials have high pollution concentration in the early-stage storm runoff on the road, the installation of STORMSYS process is expected to reduce considerable amount of non-point pollutions.

Poisson-Generalized Pareto 분포를 이용한 폭풍해일 빈도해석 (Frequency analysis of storm surge using Poisson-Generalized Pareto distribution)

  • 김태정;권현한;신영석
    • 한국수자원학회논문집
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    • 제52권3호
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    • pp.173-185
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    • 2019
  • 한반도는 지형학적 요건으로 인하여 태풍과 관련된 재난이 매년 발생하여 막대한 피해를 유발하고 있다. 태풍 내습시 폭풍해일과 집중호우가 동시에 발생한다면 해안지역의 침수피해는 더욱 증가할 것으로 사료된다. 이러한 관점에서 태풍과 폭풍해일의 상호의존성을 정량적으로 규명하는 것은 해안지역의 재해분석에 필수적이다. 본 연구에서는 Bayesian 기법을 기반으로 절점기준을 초과하는 임계값의 초과확률을 산정하기 위하여 Poisson 분포와 Generalized-Pareto 분포를 이용한 Poisson-GP 폭풍해일 빈도해석 기법을 개발하였다. 본 연구를 통하여 개발된 Poisson-GP 폭풍해일 빈도해석 기법은 설계해수면의 불확실성을 정량적으로 제시하였으며 해안지역의 폭풍해일 관련 방재기술 향상에 기여할 것으로 판단된다.

대청호 저수지 수질해석을 해석을 위한 CE-QUAL-W2 모형의 검보정 (Calibration and Verification of CE-QUAL-W2 Model for Measuring Water Quality in the Daecheong Reservoir)

  • 하성룡;이재일
    • 환경영향평가
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    • 제17권6호
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    • pp.349-356
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    • 2008
  • This paper aims to understand the effects of a turbidity flow intrusion on eutrophication in Daecheong Dam Reservoir. CE-QUAL-W2, a two-dimensional hydrodynamic and water quality model, is applied. The elevation of the reservoir water surface is used to validate the hydrodynamic model parameters and maximum fluctuations in the water surface elevations reaches about 1 m in the reservoir. During the heavy storm season, July, the thermocline submerged to less than 30 m below the surface. The thickness of the thermocline also reduced to 10 to 15 m. While the average TSS in June, the beginning of the monsoon was still low but it peaked in July due to heavy rainfall. Vertical profiles of the TSS regime in July indicated higher concentration in upper water layers and then the regime moves gradually downward in accordance with the time lapse. Due to the dam spillway opening, high concentrations of TSS attributed to storm turbidity ascended to the upper water layer by following the upward current movement and then, the regime precipitated to a layer below 30 to 40 m after September.

우리나라 사회기반시설의 기후변화 취약성 평가 - 전문가 설문조사를 바탕으로 - (Assessing Vulnerability to Climate Change of the Physical Infrastructure in Korea Through a Survey of Professionals)

  • 명수정;이동규
    • 환경영향평가
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    • 제18권6호
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    • pp.347-357
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    • 2009
  • This study conducted a vulnerability assessment on Korea's physical infrastructure to provide base data for developing strategies to strengthen Korea's ability to adapt to climate change. The assessment was conducted by surveying professionals in the field of infrastructure and climate change science. A vulnerability assessment was carried out for seven climate change events: average temperature increases, sea level rise, typhoons and storm surges, floods and heavy rain, drought, severe cold, and heat waves. The survey asked respondents questions with respect to the consequences of each climate change event, the urgency of adaptation to climate change, and the scale of investment for adaptation to each climate change event. Thereafter, management priorities for infrastructure were devised and implications for policy development were suggested. The results showed that respondents expected the possibility of "typhoons and storm surges" and "floods and heavy rain" to be the most high. Respondents indicated that infrastructure related to water, transportation, and the built environment were more vulnerable to climate change. The most vulnerable facilities included river related facilities such as dams and riverbanks in the "water" category and seaports and roads in the "transport and communication" category. The results found were consistent with the history of natural disasters in Korea.