• 제목/요약/키워드: rainfall duration

검색결과 554건 처리시간 0.023초

SPI를 이용한 1994년 가뭄분석 (Drought Analyses of 1994 Using Standardized Precipitation Index)

  • 김상민;박승우;김현준
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 1998년도 학술발표회 발표논문집
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    • pp.92-98
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    • 1998
  • Among several indices that have been proposed and adopted in different disciplines of sciences, standardized precipitation index, SPI by McKee et al. (1993) was applied to evaluate drought severity for historical rainfall records. Monthly SPI in Seoul station was reviewed in this study, in an effort to characterize the drought intensities during 1994. The SPI drought frequency decreases inversely with monthly time scales of different spans, while the drought duration increases. March, 1994 was found to be the most severe for the three month period, and was recognized as the beginning month of the historical drought spans. Drought intensities became less severe during May and June. SPI becomes greater from July to September particularly in eastern parts of the country.

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보강토옹벽의 사고사례에 관한 연구 (Reinforced Earth Retaining Wall of The Collapsed-A Case Study.)

  • 유충식;정혁상;이성우
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2004년도 춘계학술발표회
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    • pp.958-967
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    • 2004
  • This paper deal with cause and analysis about case of collapsed reinforced-soil retaining wall. The analysis of the cause was carried through experimentation, slop stability analysis and literature study. The experimentation treated the large direct shear test, the hydraulic conductivity test and the other basic test through backfill extracted from collapsed reinforced-soil retaining wall. The ultimate tensile strength was established by rib tensile strength test of geogrid. The analysis of internal and external stability of reinforced-soil retaining wall was performed on the basis of parameters. The result of analysis, reinforced-soil retaining wall and the slope at the dry season are stable. However, the factors that fine-grained soil at hydrometer test exceed the standard of the design, rainfall duration is too long at the time of collapse and monthly pricipitation is heavy are cause of the collapse.

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1993년 경상남도지역의 벼도열병 다발생과 그 원인 (Factors Affecting Unusually Severe Outbreak of Rice Blast in Gyeongnam Province in 1993)

  • 강수웅;김희규
    • 한국식물병리학회지
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    • 제10권2호
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    • pp.78-82
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    • 1994
  • Unusually severe rice blast epidemic sweeped over the rice growing area in Gyeongnam Province and elsewhere in 1993. Leaf blast infection was reached to 33,133 ha, which is about 24.5% of total paddy area and neck blast infection was apparent throughout 4,421 ha. Major factors affecting such an unusual epidemic appeared to be as follow: Firstly, low temperature, frequent rainfall and coincidentally insufficient duration of sunshine through July and August; Secondly, most cultivars possessing low levels of field resistance were cultivated in wide areas: Thirdly, blast fungus population was enough for successive infection under optimum weather condition and most races distributed in field were able to infect most cultivars.

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A STUDY ON A REGULAR EVALUATION METHODOLOGY OF STREAMFLOW DATA

  • Noh, Jae-Kyoung
    • Water Engineering Research
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    • 제1권3호
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    • pp.233-242
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    • 2000
  • A system for regularly appraising the reliability of streamflow data, KORSAS (KOwaco's Regular Streamflow Appraising System) was developed on PC based Windows for hydrological specialists and engineers working in the Korea Water Resources Corporation (KOWACO). The reliability of streamflow rates can be evaluated with KORSAS in various as pects according to the evaluation duration and method. The former being selected as short term (event based) or long term(continus based), and the latter being classified into comparison methods of flow measurement, other stations results, and simulation. Rainfall-runoff models can be used together with KORSAS in order to evaluate the reliability of observed flow data by comparing with simulated flow data. The objective of this study is to develop a systematic methodology in various aspects to evaluate the reliability of streamflow data regularly.

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농업용 보를 이용한 소수력발전소의 타당성 분석 (Feasibility Assessment of Small Hydro Power Plants Using Diversion Weirs for Agricultural Purpose)

  • 이철형;박완순
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2011년도 춘계학술발표대회 논문집
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    • pp.229-234
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    • 2011
  • Feasibility assessment for small hydropower plants using diversion weirs located in stream for agricultural purpose has been studied. The model, which can predict flow duration characteristic of stream, was developed to analyze the inflow caused from rainfall. And another model to predict hydrologic performance for small hydropower plants is established. Preliminary survey was performed identifying several candidate sites, and two sites were selected finally for actual site reconnaissance. During the course of site survey, generating capacity, construction and equipment cost, and payback through life time of each sites were calculated for economical feasibility analysis. The results of this study have estimated that the small hydropower plants using diversion weirs for agricultural purpose may offer better opportunities in future with increasing fuel cost and nation's energy policy.

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지리정보시스템과 토양수분모형을 이용한 농업가뭄분석 (Agricultural Drought Analysis using Soil Water Balance Model and Geographic Information System)

  • 배승종
    • 한국농공학회지
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    • 제41권6호
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    • pp.33-43
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    • 1999
  • Drought is a serious diaster in agriculutre, especially to upland crops. Hence, the Agricultural Drought Analysis Model (ADAM) that is integratable with GIS was applied to analyae agriculture drought in upland. ADAM is composed of two sub-models , one is a Soil Water Balance Model (SWBM) and the other is a Drougth Analysis Model (DAM) that is based on the Runs theory. The ADAM needs weather data, rainfall data and soil physical characteristics data as input and calculates daily soil moisture contents. GIS was integrated to the ADAM for the calculation of regional soil moisture using digitized landuse map, detaile dsoil map, thiessen network and district boundary . For the agriculutral drought analysis, the ADAM adapt the Runs theory for analyzing drought duration, severity and magnitude . Log-Pearson Type-III probability distribution function and Kolmogorov-Smirnov test were used to test the fitness of good of the model. The integration of ADAM with GIS was successfully implemented and would be operated effectively for the regional drought analysis.

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Development of a System of r Regular Evaluation of Streamflow Data (KOwaco's Regular Streamflow Appraising System)

  • Noh, jae-Kyoung
    • 한국농공학회지
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    • 제42권
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    • pp.24-30
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    • 2000
  • A system for evaluating streamflow data (KORSAS) was developed, and is operated using PC based Windows to help the hydrological observation practitioner's working in Korea Water Resources Corporation (KOWACO). This system has modules including; DB access and data management, flow measurement arranging, H-Q relation deriving, area rainfall calculating, flow calculating, and flow evaluating modules. Evaluation of observed streamflow is accomplished through the following processes. First, hourly streamflow data is calculated from water level data stored in a DB server by applying the rating relationship between water level and flow rates derived from the past flow measurements. Second, hourly areal rainfal data is calculated from point data stored in the DB server by applying Thiessen networks. Third, hydrographs are displayed on a daily, weekly, monthly, or seasonal duration basis, and are compared to hydrographs of reservoir inflow, hydrographs at water level observation stations and hydrographs derived from simulated results using models.

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풍화화강토 사면에서 강우로 인한 모관흡수력 변화에 대한 실험 연구 (In-situ Monitoring of Matric Suctions in a Weathered Granite Soil Slope)

  • 이인모;조우성;김영욱;성상규
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 봄 학술발표회 논문집
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    • pp.509-516
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    • 2002
  • Rainfall-induced landslides in a weathered granite soil slope have mostly relative shallow slip surfaces above the groundwater table The pore-water pressure of soil above the groundwater table is usually negative. This negative pore-water pressure(or matric suction) has been found to make a large contribution to the slope stability. Therefore, the variation of in-situ matric suction profiles with time in a soil slope should be understood. In this study, a field measurement program was carried out from June to August, 2001 to monitor in-situ matric suctions and volumetric water contents in a weathered granite soil slope. The influence of climatic conditions on the variation of in-situ matric suctions could be found to decrease rapidly with depth. It could be found that decrement of matric suction induced by precipitation is affected not only by the amount and duration of rainfalls but also by the initial matric suction just prior to rainstorms. The soil-water characteristic from the field monitoring tends toward the wetting path of SWCC obtained from the laboratory test.

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스케일링 IDF곡선과 빈도해석을 이용한 확률강우량 추정 (Rainfall Quantile Estimation using Scaling IDF Curve and Frequency Analysis)

  • 정영훈;김성훈;김한빈;허준행
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2017년도 학술발표회
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    • pp.436-436
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    • 2017
  • IDF(intensity-duration-frequency) 곡선은 재현기간을 고려하여 수공구조물 설계에 필요한 설계강우량을 산정하는데 사용되고 있다. 국내의 경우 IDF 곡선은 지점빈도해석으로부터 지속기간별로 산정되고 있으며 지속기간별 분포형 선택과 같은 많은 가정으로 인해 불확실성을 내포하고 있다. 본 연구에서는 이러한 극한 강우량의 스케일 특성을 통해 서로 다른 기간에 걸쳐 통계적으로 접근하고자 하였다. 이를 위해 지속기간 24시간의 강우자료로부터 연최대강우량을 추출하여 스케일 특성을 통해 지속기간 24시간 이하 또는 이상의 스케일링(scaling) IDF 곡선을 유도하였다. 본 연구를 위해 k-means 방법으로부터 지역을 구분하여 지역빈도해석을 실시하였고, 기상청 산하의 강우 지점을 미계측 지점으로 가정한 후 하향스케일링(down-scaling)과 상향스케일링(up-scaling)을 적용한 후 지속기간 24시간 이외의 확률강우량을 추정하였으며, 빈도해석 결과와의 비교를 통해 스케일링 IDF 곡선의 적용성을 판단하였다.

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수계별 소수력자원의 수문학적 성능특성 (Hydrologic Performance Characteristics of Small Hydro Power Resources for River Systems)

  • 박완순;이철형
    • 한국태양에너지학회 논문집
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    • 제30권2호
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    • pp.65-71
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    • 2010
  • The hydrologic performance characteristics of small hydro power(SHP) sites located in four major river systems have been studied. The model, which can predict flow duration characteristic of stream, was developed to analyze the variation of inflow caused from rainfall condition. And another model to predict hydrologic performance for SHP plants is established. Monthly inflow data measured at Andong dam for 32 years were analyzed. The predicted results from the developed models in this study showed that the data were in good agreement with measured results of long term inflow at Andong dam. The results from hydrologic performance analysis for SHP sites located on five major river systems based on the models developed in this study show that the specific design flowrate and specific output of SHP site have large difference between the river systems.