• 한국농공학회:학술대회논문집
• /
• 한국농공학회 2002년도 학술발표회 발표논문집
• /
• pp.225-228
• /
• 2002

This research seeks to derive the design rainfalls through the L-moment with the test of homogeneity, independence and outlier of data on annual maximum daily rainfall in 38 Korean rainfall stations. To select the fit appropriate distribution of annual maximum daily rainfall data according to rainfall stations, applied were Generalized Extreme Value (GEV), Generalized Logistic (GLO) and Generalized Pareto (GPA) probability distributions were applied. and their aptness was judged Dusing an L-moment ratio diagram and the Kolmogorov-Smirnov (K-S) test, the aptitude was judged of applied distributions such as GEV, GLO and GPA. The GEV and GLO distributions were selected as the appropriate distributions. Their parameters were estimated Targetingfrom the observed and simulated annual maximum daily rainfalls and using Monte Carlo techniques, the parameters of GEV and GLO selected as suitable distributions were estimated and. dDesign rainfallss were then derived, using the L-moment. Appropriate design rainfalls were suggested by doing a comparative analysis of design rainfall from the GEV and GLO distributions according to rainfall stations.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2004년도 학술발표회
• /
• pp.595-598
• /
• 2004

This research seeks to derive the design rainfalls through the L-moment with the test of homogeneity, independence and outlier of data on annual maximum daily rainfall at 38 rainfall stations in Korea. To select the appropriate distribution of annual maximum daily rainfall data by the rainfall stations, Generalized Extreme Value (GEV), Generalized Logistic (GLO), Generalized Pareto (GPA), Generalized Normal (GNO) and Pearson Type 3 (PT3) probability distributions were applied and their aptness were judged using an L-moment ratio diagram and the Kolmogorov-Smirnov (K-S) test. Parameters of appropriate distributions were estimated from the observed and simulated annual maximum daily rainfall using Monte Carlo techniques. Design rainfalls were finally derived by GEV distribution, which was proved to be more appropriate than the other distributions.

• 한국농공학회논문집
• /
• 제46권3호
• /
• pp.31-42
• /
• 2004

This research seeks to derive the design rainfalls through the L-moment with the test of homogeneity, independence and outlier of data on annual maximum daily rainfall at 38 rainfall stations in Korea. To select the appropriate distribution of annual maximum daily rainfall data by the rainfall stations, Generalized Extreme Value (GEV), Generalized Logistic (GLO), Generalized Pareto (GPA), Generalized Normal (GNO) and Pearson Type 3 (PT3) probability distributions were applied and their aptness were judged using an L-moment ratio diagram and the Kolmogorov-Smirnov (K-S) test. Parameters of appropriate distributions were estimated from the observed and simulated annual maximum daily rainfall using Monte Carlo techniques. Design rainfalls were finally derived by GEV distribution, which was proved to be more appropriate than the other distributions.

• 한국농공학회지
• /
• 제31권4호
• /
• pp.72-80
• /
• 1989

Various analyses were made to investigate the stochastic structure of the daily rainfall in Korea. Records of daily rainfall amounts from 1951 to 1984 at Chinju Metesrological Station were used for this study. Obtained results are as follows : 1. Time series of the daily rainfall at Chinju were positively, serially correlated for the lag as large as one day. 2. Rainfall events, defined as a sequence of consecutive wet days separated by one or more dry days, showed a seasonal variation in the occurrence frequency. 3. The marginal distribution of event characteristics of each month showed significant dif- ferences each other. Events occurred in summer had longer duration and higher magnitude with higher intensity than those of events occurred in winter. 4. There were significant positive correlations among four event characteristics ; dura- tion, magnitude, average intensity, and maximum intensity. 5. Correlations among the daily rainfall amounts within an event were not significant in general. 6. There were no consistant significancy in identity or difference between the distribu- tions of daily rainfall amounts for different days within events. 7. Above mentioned characteristics of daily rainfall time series must be considered in building a stochastic model of daily rainfall.

• 한국물환경학회지
• /
• 제24권4호
• /
• pp.452-457
• /
• 2008

Nonpoint source (NPS) pollution is caused by rainfall moving over and through the ground. As the runoff moves, it picks up and carries away various pollutants from NPS. The discharge pattern of NPS pollutant loads is affected by the distribution of the rainfall during the year. This study analysed relationship between the rainfall event and the stream flow rate, and estimated the rainfall discharge ratio on the specific design flow which can be used as nonpoint discharge coefficient for the estimation of NPS pollution load. It is considered that nonpoint discharge coefficient can be effectively used for the calculation of NPS pollution load at the time of water quality modelling for the management of Total maximum daily load (TMDL).

• 한국물환경학회지
• /
• 제26권4호
• /
• pp.648-653
• /
• 2010

Discharged pollution load for the management of Total Maximum Daily Loads (TMDLs) is calculated on the basis of rainfall data for reference year. Rainfall has an influence on discharged pollution load in unit watershed with combined sewer system. This study reviewed the status of discharged pollution load and rainfall conditions. We also investigated rainfall effects on discharged pollution load by analyzing change of the load in accordance with increase of rainfall. The change ratio of discharged pollution load was 18.6% while inflow load only 5.8% for 5 years from 2004 to 2008 in Daejeon district. The greatest rainfall and rain days were over 2 times than the least during the period. This change in rainfall could have great effect on discharged pollution load. The analysis showed that discharged pollution load increased 2.1 times in case rainfall increased 2 times and 1.2 times in case rain days increased 2 times. Rainfall effects, therefore, should be considered to make resonable evaluation of discharged pollution load in the assessment of annual performances.

• 대한토목학회논문집
• /
• 제33권6호
• /
• pp.2223-2235
• /
• 2013

본 연구는 남 북한에서 시 공간적 강수특성 변화를 이해하고자, 남한 65개 기상청 관측소에서 1963년부터 2010년까지, 북한 27개 관측소에서 1973년부터 2010년까지 측정된 일 강수량 자료를 분석했다. 총량(Amount), 극치(Extremes)와 빈도(Frequency)를 나타내는 지표들을 선정하였고, 각각의 지표를 RIA (Rainfall Index for Amount), RIE (Rainfall Index for Extremes), RIF (Rainfall Index for Frequency)로 정의하였다. 남 북한 행정구역별로 2000년까지 평균 지표 값과 2001년부터 2010년까지 최근 10년 평균 지표 값을 비교하였다. 과거에 비해 최근 10년간 남한은 연중 강우일수를 나타내는 NWD (Number of Wet Days)와, 200년 빈도 강수량을 나타내는 Freq200 (200-yr Frequency Rainfall)을 제외한 SDW (Annual mean daily rainfall over wet-days), TotalDR (Annual Total Rainfall Amount), Prcp50 (Annual number of wet days over 50 mm/day), Prcp80 (Annual number of wet days over 80 mm/day), CWD (Annual maximum number of consecutive wet-days), AMDR (Annual maximum daily rainfall), 그리고 R3day (Annual maximum 3-days rainfall total) 값들이 모두 증가한 양상을 보였지만 북한은 SDW와, 연총강우량 TotalDR을 제외하곤 모두 감소하였다. 또한 연평균 지표 값의 경향성을 확인하기 위해 통계적 방법인 Mann-Kendall 검정을 실시하였다. 과거 감소의 경향을 나타내던 각 관측지점이 최근에 이르러서는 경향성의 역전 되는 현상을 보인 곳이 나타났으며, 이는 평균값만을 바탕으로 강수사상 특성변화를 분석하는 방법의 한계점으로 볼 수 있다. 본 연구의 결과는 한반도 물 관리 기후변화에 대한 영향 분석과 대응 대책 마련에 활용될 수 있을 것이다.

• 물과 미래
• /
• 제14권3호
• /
• pp.47-54
• /
• 1981

우리나라의 주요 도시 서울, 부산, 대구, 광주의 지점강우량에 대하여 확률적인 방법과 M년 최대치법에 의하여 그 특성이 해석되었으며 일본의 해석결과와도 비교되었다. 본 연구에서 얻어진 결과는 다음과 같다. T년확률강우가 N년 동안에 발생하지 않은 확률은 관측치로부터 분석된 값과 비교하여 볼 때 이론치보다 작았으며 일본의 결과보다는 컸다. M년 10분 최대치가 N년 동안에 발생하지 않은 확률의 평균치는 이론치보다 컸으며 M년 1시간 최대치는 이론치보다 작았고 M년 1일 최대치는 이론치와 거의 일치했으며 일본의 경우는 이론치보다 작았다. 상기 결과에 의하여 확률적인 면에서 본다면 M년 최대강우를 설계량으로 택하는 것이 T년 확률강우보다 안전측이라고 생각된다.

• 물과 미래
• /
• 제15권2호
• /
• pp.23-32
• /
• 1982

한강수계의 32개 강우량관측지점에 7년간 오전 10시 일강우량과 임의 24시간 최대 강우량과의 관계를 506개 자료로서 분석한 것이다. 우리나라에서 널리 사용하고 있는 물부식의 n은 2/3이므로 한강수계에서도 이 n치가 2/3가 되는가를 검증하기 위한 것이다. 그 결과 ncl는 지형적인 영향을 많이 받고 있으며, 지역별 등에 n치선을 표시하였다. 일강우량은 y(%)=$$로서 표시되나, 일강우량이 200mm 이상이면 110%에 해당하는 것을 이용하면 안전측이다. 공공설계에서 강우강도-지속기간의 식은 r$$으로서 f는 y(%)를 100으로 기준한 것이다. 본 연구는 단기간강우자료를 사용한 것으로서 n 및 f 치의 정확한 산정을 위하여는 보다 많은 연우와 정밀한 값을 얻도록 노력해야 할 것이다.

• 대기
• /
• 제21권4호
• /
• pp.481-495
• /
• 2011

This study is performed to consider the threshold values of heavy rain warning in Korea using 98 surface meteorological station data and 590 Automatic Weather System stations (AWSs), damage data of National Emergency Management Agency for the period of 2005 to 2009. It is in need to arrange new criteria for heavy rain considering concept of rainfall intensity and rainfall damage to reflect the changed characteristics of rainfall according to the climate change. Rainfall values from the most frequent rainfall damage are at 30 mm/1 hr, 60 mm/3 hr, 70 mm/6 hr, and 110 mm/12 hr, respectively. The cumulative probability of damage occurrences of one in two due to heavy rain shows up at 20 mm/1 hr, 50 mm/3 hr, 80 mm/6 hr, and 110 mm/12 hr, respectively. When the relationship between threshold values of heavy rain warning and the possibility of rainfall damage is investigated, rainfall values for high connectivity between heavy rain warning criteria and the possibility of rainfall damage appear at 30 mm/1 hr, 50 mm/3 hr, 80 mm/6 hr, and 100 m/12 hr, respectively. It is proper to adopt the daily maximum precipitation intensity of 6 and 12 hours, because 6 hours rainfall might be include the concept of rainfall intensity for very-short-term and short-term unexpectedly happened rainfall and 12 hours rainfall could maintain the connectivity of the previous heavy rain warning system and represent long-term continuously happened rainfall. The optimum combinations of criteria for heavy rain warning of 6 and 12 hours are 80 mm/6 hr or 100 mm/12 hr, and 70 mm/6 hr or 110 mm/12 hr.