• 제목/요약/키워드: Periods of rainfall

검색결과 301건 처리시간 0.021초

L-모멘트법에 의한 가뭄우량의 지역빈도분석 (Regional Frequency Analysis of Drought Rainfall using L-Moments)

  • 이순혁;윤성수;맹승진;류경식;주호길
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2003년도 학술발표논문집
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    • pp.451-454
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    • 2003
  • This study was mainly conducted to derive the design drought rainfall by the consecutive duration using probability weighted moments with rainfall in the regional drought frequency analysis. Selecting the drought rainfall series by the consecutive durations of drought observed for the long period all over the regions in Korea, optimal regionalization of the drought rainfall was classified by the climatologically and geographically homogeneous regions. Using the L-moment ratio and Kolmogorov- Smimov test, resonable frequency distribution for the drought rainfall was selected by the regions and consecutive periods of drought. Design drought rainfalls by the regions and consecutive durations were derived and compared by at-site and regional drought frequency analysis using the method of L-moments.

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제초제 처리 과수원 포장에서 강우 사상의 효과. 2. 유거와 토양침식의 변화 (Effects of Rainfall Events on Soil in Orchard Field under Herbicide Treatment. 2. Characteristics of Runoff and Soil Erosion)

  • 정덕영;박미숙;이규승;이진호
    • 한국토양비료학회지
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    • 제43권1호
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    • pp.36-43
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    • 2010
  • 충남 공주 팔봉산 남쪽 측면에 위치한 3년간 배나무가 식재된 구릉성 침식포장에서 유거와 침식의 변화를 (1)Glyphosate 처리 (2) paraquat 처리의 두 가지 서로 다른 제초관리 형태하에서 조사하였다. 조사지의 경사도는 5.5% ~ 10.2%, 고도 125 m이며 조사면적은 896 $m^2$ ($28m{\times}32m$)였다. 2006년에서 2008년 사이 총강우사상은 각각 47, 52, 52회였다. 전체 강우사상 중 일 강우량이 20 mm보다 적은 날은 전체 강우일수의 약 65%를 차지하였다. 평형상태에서 침투율은 지표면의 잡초가 모두 제거된 나지에서 일반적으로 증가하였으며, 제초제처리구와 대조구에서는 감소하였다. 모든 대조구에서 유거는 제초제처리구와 나지구보다 항시 낮았다. 동일 강우강도에서 유거는 대조구, glyposate 처리구, paraquat 처리구 glyposate-처리 나지구 순으로 증가하였다. 높은 강우강도하에서 처리구가간 유거의 차이는 1년차에서 가장 높았다. 조사 기간 3년간 토양손실은 각각 달랐다. 미세입자 손실이 조립질보다 높았으나 토양손실은 유거나 총강우량과 상관성은 없는 것으로 조사되었다. 동일 강우강도하에서 토양침식율은 대조구, glyposate 처리구, paraquat 처리구 glyposate-처리 나지구 순으로 증가하였다. 상대적으로 30 mm 이하의 강우강도하에서는 조사구간 제초제 처리 여부 상관성이 거의 없었다. 이는 토양침식은 강우강도에 의존한다는 것을 의미한다.

영농기와 비영농기에 강우에 의해 논으로 유입되는 질소공급량 분석 (The Analysis of Nitrogen Supply Amount in Paddy Fields by Rainfall During Cropping and Non-Cropping Period)

  • 최동호;최순군;허승오;홍성창;김민경
    • 한국농공학회논문집
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    • 제60권3호
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    • pp.107-112
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    • 2018
  • In this study, we conducted to analyze and quantify the amount of nitrogen supply into the rice paddies from the rainfall during cropping and non-crop periods. Rainfall monitoring conducted 85 times from June 2015 to December 2017. Nitrogen supply of cropping season ranged from 5.37 to 7.70 kg/ha, while non-cropping season were supplied from 3.97 to 4.42 kg/ha. The supply of T-N in the crop period was more than 60% of the total supply. And as a result of analyzing the correlation between the characteristics of rainfall and the supply amount, nitrogen concentrations in rainfall were decreased with increasing rainfall, but the supply amount was increased. Therefore, efforts should be made to increase the rainfall utilization and to increase the nitrogen supply of crops by increasing rainfall storage through drainage management.

Characteristics of Andong Dam Inflow during Non-rainfall Season

  • Park, Gey-Hwan;Park, Ki-Bum;Chang, In-Soo
    • 한국환경과학회지
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    • 제27권10호
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    • pp.845-851
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    • 2018
  • In this study, the runoff characteristics of the non-rainfall period were examined using daily rainfall data from 1977 to 2017 and the data of runoff into the dam. Results showed that, the mean runoff decreases with longer non-rainfall periods in the Andong dam basin. The correlation coefficient between non-rainfall days and average runoff reaches 0.85. The results of the analysis of the runoff characteristics during the non-rainfall period, based on the preceding rainfall of Andong dam are as follows. The runoff characteristics of the entire non-rainfall period, shows that, for a rainfall of 1.0 mm or less, the runoff height was larger than the rainfall size and the base runoff larger. The correlation between the antecedent rainfall and runoff height was reached as high as 0.9864 in the 30 ~ 50 mm interval of the antecedent rainfall period, and this is the interval where the linearity of rainfall and runoff was at its maximum in the Andong dam basin. The correlation between the antecedent rainfall and the runoff height reached 0.92 for rainfalls of 100.0 mm. However, for rainfalls of 100.0 mm greater, the correlation between the antecedent rainfall and runoff height during the rainfall period was 0.64, which is relatively small. In this study, we investigated the runoff characteristics of the rainfall period in the Andong dam watershed. As a result, it was confirmed that the mean runoff decreased with rainfall duration. The linearity was found to be weak for rainfall events greater than 100.0 mm. The results of this study can be used as data for water balance analysis and for formulating a water supply plan to establish water resource management of Andong dam.

Determine the return period of flash floods by combining flash flood guidance and best fit distribution

  • Duong, Ngoc Tien;Kim, Jeong-Bae;Bae, Deg-Hyo
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2020년도 학술발표회
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    • pp.362-362
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    • 2020
  • Flash flood is a dangerous weather phenomenon, affecting humans and the economy. The identification, forecast of the changing trend and its characteristics are increasingly concerned. In the world, there have many methods for determining the characteristics of flash floods, in which flash flood guidance (FFG) is a fast, effective and widely used method. The main source of flash floods is short-term rainfall. In this study, we used the data of cross-sectional measurement at the tributaries and the hourly rain data from the automatic rainfall measurement stations in the Geum river basin. Besides, we use a combination of the flash flood guidance and the best fit distribution function to estimate the repeatability of flash floods for head-water catchments in Geum river basin. In which, FFG determines the threshold of rainfall for flash floods. The study has determined the best hourly rainfall distribution function for the Geum river basin and estimated the maximum rainfall of 1hr according to the return periods.

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댐저수지군의 최적연계운영을 고려한 유출예측시스템모형 구축을 위한 기초적 연구 (A Basic Study on the Flood-Flow Forecasting System Model with Integrated Optimal Operation of Multipurpose Dams)

  • 안승섭
    • 한국농공학회지
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    • 제37권3_4호
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    • pp.48-60
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    • 1995
  • A flood - flow forecasting system model of river basins has been developed in this study. The system model consists of the data management system(the observation and telemetering system, the rainfall forecasting and data-bank system), the flood runoff simulation system, the reservoir operation simulation system, the flood forecasting simulation system, the flood warning system and the user's menu system. The Multivariate Rainfall Forecasting model, Meteorological factor regression model and Zone expected rainfall model for rainfall forecasting and the Streamflow synthesis and reservoir regulation(SSARR) model for flood runoff simulation have been adopted for the development of a new system model for flood - flow forecasting. These models are calibrated to determine the optimal parameters on the basis of observed rainfall, 7 streamfiow and other hydrological data during the past flood periods.

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독립호우사상의 확률론적 해석: 1. 연최대 호우사상 계열의 작성 (Probabilistic Analysis of Independent Storm Events: 1. Construction of Annual Maximum Storm Event Series)

  • 박민규;유철상
    • 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.

사면방재를 위한 무선센서 네트워크 기술연구 (Landslide Detection using Wireless Sensor Networks)

  • 김형우;이범교
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2008년도 정기총회 및 학술발표대회
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    • pp.369-372
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    • 2008
  • Recently, landslides have frequently occurred on natural slopes during periods of intense rainfall. With a rapidly increasing population on or near steep terrain in Korea, landslides have become one of the most significant natural hazards. Thus, it is necessary to protect people from landslides and to minimize the damage of houses, roads and other facilities. To accomplish this goal, many landslide prediction methods have been developed in the world. In this study, a simple landslide prediction system that enables people to escape the endangered area is introduced. The system is focused to debris flows which happen frequently during periods of intense rainfall. The system is based on the wireless sensor network (WSN) that is composed of sensor nodes, gateway, and server system. Sensor nodes comprising a sensing part and a communication part are developed to detect ground movement. Sensing part is designed to measure inclination angle and acceleration accurately, and communication part is deployed with Bluetooth (IEEE 802.15.1) module to transmit the data to the gateway. To verify the feasibility of this landslide prediction system, a series of experimental studies was performed at a small-scale earth slope equipped with an artificial rainfall dropping device. It is found that sensing nodes installed at slope can detect the ground motion when the slope starts to move. It is expected that the landslide prediction system by wireless senor network can provide early warnings when landslides such as debris flow occurs.

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교량 강우유출수내 비점오염물질의 유출특성 및 상관성 (Washoff Characteristics and Correlation of Nonpoint pollutants in a Bridge Storm Runoff)

  • 위승경;김이형;정용준;길경익
    • 한국물환경학회지
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    • 제24권3호
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    • pp.378-382
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    • 2008
  • During the dry periods, many types of pollutants are being accumulated on the paved surface by vehicle activities and the accumulated various pollutants are inflowing into the near watershed areas for the rainfall periods. Particularly, bridges are the centralized region to be the surface runoff of the stromwater due to the high ratio of the impermeable area. Also, the metals, toxic chemicals and sediments originated from bridges could be strongly influenced to the watershed areas during the runoff. Therefore, the present study is achieved to provide washoff characteristics and correlation from the bridge during rainfall periods. The result shows that the EMC ranges for 95% confidence intervals in a bridge land use are 10.12~128.09 mg/L for TSS, 6.07~21.15 mg/L for BOD, 2.10~6.70 mg/L for TN and 0.06~0.85 mg/L for TP.

기후변화에 따른 주요 도시의 하수도 침수 재현기간 예측 (Prediction of Return Periods of Sewer Flooding Due to Climate Change in Major Cities)

  • 박규홍;유순유;뱜바도지 엘베자르갈
    • 상하수도학회지
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    • 제30권1호
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    • pp.41-49
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    • 2016
  • In this study, rainfall characteristics with stationary and non-stationary perspectives were analyzed using generalized extreme value (GEV) distribution and Gumbel distribution models with rainfall data collected in major cities of Korea to reevaluate the return period of sewer flooding in those cities. As a result, the probable rainfall for GEV and Gumbel distribution in non-stationary state both increased with time(t), compared to the stationary probable rainfall. Considering the reliability of ${\xi}_1$, a variable reflecting the increase of storm events due to climate change, the reliability of the rainfall duration for Seoul, Daegu, and Gwangju in the GEV distribution was over 90%, indicating that the probability of rainfall increase was high. As for the Gumbel distribution, Wonju, Daegu, and Gwangju showed the higher reliability while Daejeon showed the lower reliability than the other cities. In addition, application of the maximum annual rainfall change rate (${\xi}_1{\cdot}t$) to the location parameter made possible the prediction of return period by time, therefore leading to the evaluation of design recurrence interval.