• 한국수자원학회논문집
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• 제31권4호
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• pp.375-384
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• 1998

최근 배수시스템의 설계시 임계지속기간의 개념을 도입하여 설계홍수량을 산정하고 있다. 그러나, 임계지속기간 산정시 설계강우분포의 선정은 명확한 기준없이 임의로 사용되고 있다. 따라서 본 연구에서는 중소규모의 도시화된 산본유역에 ILLUDAS 모형을 이용하여 다양한 강우분표형태가 임계지속기간에 미치는 영향에 대하여 분석하였다. 모형결과의 분석으로부터 강우분포형태(등분포, 삼각형분포, 사다리꼴분포, Huff 분포, IDF 를 이용한 중앙집중분포)는 임계지속기간 뿐만 아니라 첨두유량에도 큰 영향을 미치는 것으로 나타났다.

• Journal of Biosystems Engineering
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• 제4권1호
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• pp.76-86
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• 1979

This study was conducted to find out the effects of rainfall occurring during the paddy sun-during process of traditional paddy harvesting operations on the quality of milld rice. Rice varieties used for the experiment were MINEHIJARI variety a japonica and SUWEON 264 vareity , a sister-line of TONG-IL . Sun-drying days after the paddy cutting, times of storm occurrance during sun-drying period, and storm duration were treated as variables. The results is summarised as follows : 1. Brown rice recovery exposed to rainfall during the sun-druing period were ranged 81.6-82.1% and 79.4-80.2% for MINEHIKARI and SUWEON 264 varieties, respectively. which showed negligible effect by rainfall. 2. Milling recovery of MINEHIKARI variety was not affected by storm duration but by the by the sun-drying days after cutting as the sun-drying days increased to eight and four days when the variety met the rainfall one and two times, respectively. The range of milling recoveries of MINEHIKARI variety were 75.18-74.07% and 75.24-73.46% as the variety met the rainfall one and two times, respectively, and it were estimated that up to 0.9% and 1.5% of milling recovery would be reduced by one and two times of rainfall during sun-drying period. 3. The milling recovery of SUWEON 264 variety was affected only by the increase of drying days after cutting when it met one time of rainfall during the sun-drying period, while it was begun to reduce by the storm duration more than 11hours as the drying paddy met two times of rainfall. The milling reveries of the paddy met one and two times of rainfall were ranged 74.24-73.21% and 74.02-72.36% which were estimated to be reduced up to 0.9 % and 1.8% by the increase of the drying days after cutting and storm duration , respectively. 4. The head rice recovery of MINEHIKARI rice variety showed notable decrease as the drying days after cutting increased, and also it was greatly reduced even by the five hours of storm duration when one time of rainfall occurred but it was not affected by storm duration when the rainfall occurred two times. Head rice recoveries of MINEHIKARI met one and two times of rainfall during the sun-drying period were 65. 15 -40.85% and 61.86 - 30.03 %, which showed terrible reduction as much as up to 25% and 35% compared to that which did not met rainfall during the sun-drying process. 5. Head rice recovery or SUWEON 264 variety was very much reduced as the sum-drying days after cutting increased. Storm duration less than five hours during the sun-drying process did not affect on the decrease of head rice recovery when the variety was exposed to one time of rainfall, while storm duration affected considerably on the reduction of head rice recovery of SUWEON 264 variety exposed to two times of rainfall. The range of head rice recovery, 56.43 - 33.94% and 51.28 - 21.03% , for the paddy exposed to rainfall one and two times were evaluated that up to 24% and 37% of reduction in head rice recovery would be brought about compared to the head rice recovery of the sundriedpaddy that did not met the rainfall.

• Journal of Biosystems Engineering
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• 제4권1호
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• pp.75-75
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• 1979

This study was conducted to find out the effects of rainfall occurring during the paddy sun-during process of traditional paddy harvesting operations on the quality of milld rice. Rice varieties used for the experiment were MINEHIJARI variety a japonica and SUWEON 264 vareity , a sister-line of TONG-IL . Sun-drying days after the paddy cutting, times of storm occurrance during sun-drying period, and storm duration were treated as variables. The results is summarised as follows : 1. Brown rice recovery exposed to rainfall during the sun-druing period were ranged 81.6-82.1% and 79.4-80.2% for MINEHIKARI and SUWEON 264 varieties, respectively. which showed negligible effect by rainfall. 2. Milling recovery of MINEHIKARI variety was not affected by storm duration but by the by the sun-drying days after cutting as the sun-drying days increased to eight and four days when the variety met the rainfall one and two times, respectively. The range of milling recoveries of MINEHIKARI variety were 75.18-74.07% and 75.24-73.46% as the variety met the rainfall one and two times, respectively, and it were estimated that up to 0.9% and 1.5% of milling recovery would be reduced by one and two times of rainfall during sun-drying period. 3. The milling recovery of SUWEON 264 variety was affected only by the increase of drying days after cutting when it met one time of rainfall during the sun-drying period, while it was begun to reduce by the storm duration more than 11hours as the drying paddy met two times of rainfall. The milling reveries of the paddy met one and two times of rainfall were ranged 74.24-73.21% and 74.02-72.36% which were estimated to be reduced up to 0.9 % and 1.8% by the increase of the drying days after cutting and storm duration , respectively. 4. The head rice recovery of MINEHIKARI rice variety showed notable decrease as the drying days after cutting increased, and also it was greatly reduced even by the five hours of storm duration when one time of rainfall occurred but it was not affected by storm duration when the rainfall occurred two times. Head rice recoveries of MINEHIKARI met one and two times of rainfall during the sun-drying period were 65. 15 -40.85% and 61.86 - 30.03 %, which showed terrible reduction as much as up to 25% and 35% compared to that which did not met rainfall during the sun-drying process. 5. Head rice recovery or SUWEON 264 variety was very much reduced as the sum-drying days after cutting increased. Storm duration less than five hours during the sun-drying process did not affect on the decrease of head rice recovery when the variety was exposed to one time of rainfall, while storm duration affected considerably on the reduction of head rice recovery of SUWEON 264 variety exposed to two times of rainfall. The range of head rice recovery, 56.43 - 33.94% and 51.28 - 21.03% , for the paddy exposed to rainfall one and two times were evaluated that up to 24% and 37% of reduction in head rice recovery would be brought about compared to the head rice recovery of the sundriedpaddy that did not met the rainfall.

• 상하수도학회지
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• 제22권2호
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• pp.195-203
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• 2008

This study collected the latest 30-year (1976~2005) continuous rainfall data hourly recorded at 61 meterological observatories in Korea. The continuous rainfall data was divided into individual rainfall events. In addition, distribution charts of average intervent times between adjacent rainfall events were created to facilitate the application to the overflow risk-based design of storm-water infiltration basin. This study shows that the one-parameter exponential distribution is suitable for the frequency distribution of the average intervent times for the domestic rainfall data. Distribution charts of the average intervent times were created for 4 hour and 6 hour of storm separation time, respectively. The inland Gyeongsangbuk-do and Western coastal area had relatively longer average intervent times, whereas Southern coastal area and Jeju-do had relatively shorter average intervent times.

• 한국방재학회 논문집
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• 제11권2호
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• pp.127-136
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• 2011

본 연구에서는 연최대치 호우사상을 결정하기 위해 총강우량과 강우강도를 함께 고려하여 계산한 재현기간을 기준으로 판단하는 방안을 제안하였다. 이러한 방법론은 서울 지점의 1961년 이후 관측된 자료를 대상으로 수행되었으며, 그 결과를 정리하면 다음과 같다. 먼저, 연최대 호우사상의 결정을 위해 이변량 지수분포를 적용하였다. 이변량 지수분포의 적용을 위한 모수추정은 전기간에 대해 수행하는 것보다는 연도별로 추정하는 것이 보다 합리적인 것으로 판단하였다. 선정된 호우사상들의 특성을 살펴보면, 먼저, 강수량이 많은 다우해에는 총강수량이 제일 많은 호우사상이 연최대 호우사상으로 선정되는 경향을 보인다. 강수량이 적은 과우해에는 상대적으로 강우강도가 큰 호우사상이 선정되는 경향이 있다. 이 두 특성은 각각 토양이 습윤한 경우와 건조한 경우 유출의 규모가 큰 호우사상을 선정할 가능성을 크게 해 주는 것이므로, 수문학적 최대호우의 개념도 어느 정도 만족시킨다고 할 수 있다. 선정된 연최대 호우사상의 평균적인 형태는, 강우지속기간이 1시간인 경우에는 강우강도 32.7 mm/hr(총강우량 32.7 mm), 지속기간 24시간인 경우에는 강우강도 9.7 mm/hr(총강우량 231.6 mm), 그리고 지속기간 48시간인 경우에는 강우강도 7.4 mm/hr(총강우량 355.0 mm) 등이다.

• 한국농공학회논문집
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• 제59권6호
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• pp.73-80
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• 2017

The objective of this study is to investigate whether the daily rainfall depth derived from daily data represents the event rainfall depth derived from hourly data. For analysis, the 85th, 90th, and 95th percentile daily rainfall depths were first computed using daily rainfall data (1986~2015) collected at 63 weather stations. In addition, the storm event was separated by the interevent time definition (IETD) of 6, 12, 18, and 24 hr using hourly rainfall data. Based on the separated storm events, the 85th, 90th, and 95th percentile event rainfall depths were calculated and compared with the using hourly rainfall data with the 85th, 90th, and 95th percentile daily rainfall depths. The event rainfall depths computed using the IETD were greater than the daily rainfall depths. The difference between the event rainfall depth and the daily rainfall depth affects the design and size of the facility for controlling the stormwater. Therefore, the designer and policy decision-maker in designing the stormwater best management practices need to take into account the difference generated by the difference of the used rainfall data and the selected IETD.

• 대한토목학회논문집
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• 제35권6호
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• pp.1219-1228
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• 2015

면적고정형 ARF (Fixed Area ARFs)방법은 강우관측소의 지점강우를 활용하여 산정되고 있으며, 공간적 관측밀도의 제약이 정확한 ARF산정에 제약조건이 되고 있다. 본 연구에서는 레이더 강우관측을 활용하여 호우중심형의 ARF를 제시하고자 한다. 호우중심형 ARF (Storm-centered ARFs)산정 시 강우의 이동성, 방향성, 공간분포를 고려하기 위하여 강우사상별 강우형상에 따른 타원 장축의 방향성 결정, 강우형상에 따른 면적별 최적면적강우량을 산정하여 ARF를 제시하였다. 전선형에 비하여 태풍의 ARF값의 변동 폭이 작은 것을 알 수 있었고, 전선형은 지속시간에 따라 ARF가 증가하지만, 태풍의 경우에는 오히려 ARF가 감소하는 모습을 볼 수 있었다. 이 결과 지속시간이 비교적 짧은 1~3시간에서는 태풍 산바 사상의 ARF가 크게 산정되었으나, 지속시간이 긴 6~24시간에서는 ARF가 전선형 강우에 비해 작게 산정됨을 확인하였다.

• 한국환경과학회지
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• 제24권4호
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• pp.437-447
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• 2015

Estimation of runoff peak is needed to assess water availability, in order to support the multifaceted water uses and functions, hence to underscore the modalities for efficient water utilization. The magnitude of storm rainfall acts as a primary input for basin level runoff computation. The rainfall-runoff linkage plays a pivotal role in water resource system management and feasibility level planning for resource distribution. Considering this importance, a case study has been carried out in the Hancheon basin of Jeju Island where distinctive hydrological characteristics are investigated for continuous storm rainfall and high permeable geological features. The study aims to estimate unit hydrograph parameters, peak runoff and peak time of storm rainfalls based on Clark unit hydrograph method. For analyzing observed runoff, five storm rainfall events were selected randomly from recent years' rainfall and HEC-hydrologic modeling system (HMS) model was used for rainfall-runoff data processing. The simulation results showed that the peak runoff varies from 164 to 548 m3/sec and peak time (onset) varies from 8 to 27 hours. A comprehensive relationship between Clark unit hydrograph parameters (time of concentration and storage coefficient) has also been derived in this study. The optimized values of the two parameters were verified by the analysis of variance (ANOVA) and runoff comparison performance were analyzed by root mean square error (RMSE) and Nash-Sutcliffe efficiency (NSE) estimation. After statistical analysis of the Clark parameters significance level was found in 5% and runoff performances were found as 3.97 RMSE and 0.99 NSE, respectively. The calibration and validation results indicated strong coherence of unit hydrograph model responses to the actual situation of historical storm runoff events.

• Spatial Information Research
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• 제15권2호
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• pp.159-167
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• 2007

본 연구에서는 현재 홍수설계에 적용되고 있는 Huff 방법이 집중호우사상에까지 확장 적용될 가능성이 있는지를 확인하고자 하였다. 이를 위해 2006년 7월 집중강우가 발생한 평창 오대천 유역을 중심으로 집중강우에 의한 실측 강우량과 이를 Huff방법에 의해 설계 강우량으로 환산하고 유출량을 산출하고 또한 홍수위로 환산하여 흔적수위와 비교하였다. 비교 결과 설계강우에 의해 산출된 홍수량은 실제 발생했던 실제 집중강우를 적용하였을 경우의 첨두홍수량에 비해 1/2정도에 불과한 작은 값을 보였다. 또한 실제 집중호우에 의해 발생한 홍수량은 단시간에 발생한 강우사상임에도 불구하고 적용대상유역의 150년 빈도 홍수량에 근접하는 것으로 나타났다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회 논문집
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• pp.583-587
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• 2005

At present, various methods are available to analyze storm runoff data. Among these, application of Z-transform is comparatively simple and new, and the technique can be used to identify rainfall and unit hydrograph from analysis of a single storm runoff. The technique has been developed under the premise that the rainfall-runoff process behaves as a linear system for which the Z-transform of the direct runoff equals the product of the Z-transforms of the transfer function and the rainfall. In the hydrologic literatures, application aspects of this method to the rainfall-runoff process are lacking and some of the results are questionable. Thus, the present study provides the estimation of Z-transform technique by analyzing the application process and the results using hourly runoff data observed at the research basin of International Hydrological Program (IHP), the Pyeongchanggang River basin. This study also provides the backgrounds for the problems that can be included in the application processes of the Z-transform technique.