• 제목/요약/키워드: Rainfall pattern

검색결과 355건 처리시간 0.024초

한강 유역의 형태학적 특성과 강우-유출의 상관분석 (Morphometric Characteristics and Correlation Analysis with Rainfall-runoff in the Han River Basin)

  • 이지행;이웅희;최흥식
    • 대한토목학회논문집
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    • 제38권2호
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    • pp.237-247
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    • 2018
  • 유역 특성은 유역과 하도망의 지형학적인 구성에 대한 특성을 반영하는 것으로 유출 특성에 영향을 준다. 본 연구에서는 유역의 형태학적 특성과 유출의 관계를 분석하기 위해 한강 유역의 19개 하천의 27개 지점을 대상으로 유역 형태학적 특성을 Arc-map을 이용하여 구하였다. 하천 형태학적 특성은 선형, 면적, 기복 측면으로 구분하여 산정하였고, 강우에 의한 유역의 반응인 연평균 유출률은 실측 강수량과 유출량 자료를 이용하여 산정하였다. 각각의 형태학적 매개변수에 대한 상관을 도식화하고, 상관특성을 분석하였다. 길이비, 형상계수, 형상인자, 면적비, 기복비, 함몰도에 의한 연간 유출률에 대한 다중 회귀분석식을 제시하였고, 결정계수는 0.691로 나타났다. 실측과 회귀분석식에 의해 계산된 연간 유출률과의 RMSE와 MAPE는 각각 0.09, 11.61%로 나타나 비교적 정확히 예측하였다.

강우 대비 지하수위 변동량을 이용한 비산출율 추정 기법의 적용성 고찰 (Considerations on the Specific Yield Estimation Using the Relationship between Rainfall and Groundwater Level Variations)

  • 김규범;최두형;정재훈
    • 지질공학
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    • 제20권1호
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    • pp.61-70
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    • 2010
  • 지하수위 변동법을 이용하여 지하수 함양량을 추정할 경우 매질의 비산출율은 결과에 대한 오차에 직접 영향을 미치게 되나 비산출율의 추정 방법에 대한 고찰은 거의 이루어지지 않았다. 장기 지하수위 관측이 이루어지는 연구지점에서 강우 발생 후 지하수위의 상승량의 상관관계로부터 비산출율을 추정한 결과 타 방법과 유사한 결과를 얻을 수 있었다. 그러나, 지하수위 변동이 강우에 의해서만 나타나는 것은 아니므로 인위적인 지하수위 변동, 식생에 의한 증발산 및 지하수위의 급상승 등이 배제된 자료를 활용하여야 하며, 갈수기의 12시간 내지 24시간 단위의 평균 강우 및 지하수위 자료를 사용하는 것이 합리적인 비산출율 산정에 바람직한 것으로 나타났다.

2014년 7월 31일 대관령에서 발생한 집중호우에 관한 수치모의 연구 (A Numerical Simulation Study of a Heavy Rainfall Event over Daegwallyeong on 31 July 2014)

  • 최승보;이재규
    • 대기
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    • 제26권1호
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    • pp.159-183
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    • 2016
  • On 31 July 2014, there was a localized torrential rainfall ($58.5mm\;hr^{-1}$) caused by a strong convective cell with thunder showers over Daegwallyeong. In the surface synoptic chart, a typhoon was positioned in the East China Sea and the subtropical high was expanded to the Korean peninsula. A WRF (Weather Research and Forecasting) numerical simulation with a resolution of 1 km was performed for a detailed analysis. The simulation result showed a similar pattern in a reflectivity distribution particularly over the Gangwon-do region, compared with the radar reflectivity. According to the results of the WRF simulation, the process and mechanism of the localized heavy rainfall over Daegwallyeong are as follows: (1) a convective instability over the middle part of the Korean peninsula was enhanced due to the low level advection of warm and humid air from the North Pacific high. (2) There was easterly flow from the coast to the mountainous regions around Daegwallyeong, which was generated by the differential heating of the insolation among Daegwallyeong and the Yeongdong coastal plain, and nearby coastal waters. (3) In addition, westerly flow from the western part of Daegwallyeong caused a strong convergence in this region, generating a strong upward motion combined by an orographic effect. (4) This brought about a new convective cell over Daegwallyeong. And this cell was more developed by the outflow from another thunderstorm cell to the south, and finally these two cells were merged to develop as a strong convective cell with thunder showers, leading to the record breaking maximum rainfall per hour ($58.5mm\;hr^{-1}$) in July.

Research on aerodynamic force and structural response of SLCT under wind-rain two-way coupling environment

  • Ke, Shitang;Yu, Wenlin;Ge, Yaojun
    • Wind and Structures
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    • 제29권4호
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    • pp.247-270
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    • 2019
  • Wind-resistant design of existing cooling tower structures overlooks the impacts of rainfall. However, rainstorm will influence aerodynamic force on the tower surface directly. Under this circumstance, the structural response of the super-large cooling tower (SLCT) will become more complicated, and then the stability and safety of SLCT will receive significant impact. In this paper, surrounding wind fields of the world highest (210 m) cooling tower in Northwest China underthree typical wind velocities were simulated based on the wind-rain two-way coupling algorithm. Next, wind-rain coupling synchronous iteration calculations were conducted under 9 different wind speed-rainfall intensity combinations by adding the discrete phase model (DPM). On this basis, the influencing laws of different wind speed-rainfall intensity combinations on wind-driving rain, adhesive force of rain drops and rain pressure coefficients were discussed. The acting mechanisms of speed line, turbulence energy strength as well as running speed and trajectory of rain drops on structural surface in the wind-rain coupling field were disclosed. Moreover, the fitting formula of wind-rain coupling equivalent pressure coefficient of the cooling tower was proposed. A systematic contrast analysis on its 3D distribution pattern was carried out. Finally, coupling model of SLCT under different working conditions was constructed by combining the finite element method. Structural response, buckling stability and local stability of SLCT under different wind velocities and wind speed-rainfall intensity combinations were compared and analyzed. Major research conclusions can provide references to determine loads of similar SLCT accurately under extremely complicated working conditions.

도시 소하천 개발에 따른 유출 변화량의 모의기법에 관한 연구

  • 김성원;조정석
    • 한국환경과학회지
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    • 제7권4호
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    • pp.451-460
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    • 1998
  • The objectives of this study Is to evaluate the total runoff yield, peak flow and peak flow travel time depending on the urbanization, return period and rainfall patterns at the downstream of Manchon urban watershed in TaeGu City. SWM(Storm Water Management Model) is used for runog analysis based on 5 different steps of urbanization and 4 different types of Hufrs quartile according to 8 return periods. It is analyzed that the order of total runoff yield according to raiun patterns is Huffs 4, Huffs 2. Huffs 3 and Huffs 1 quartile, that of peak flow magnitude is Huffs 2, Huffs 1, Huffs 4 and Huffs 3 quartile at present development ratio. under the 60, 70, 80 and 90ft of urbanization to the 50% of urbanization by means of the rainfall patterns, the mean Increasing ratio of total runoff yield for each case is 4.55, 11.43, 16.07 and 20.02%, that of peak flow is 5.82, 13.61, 17.15 and 18.83%, the mean decreasing ratio of peak flow travel time Is 0.00, 2.44, 5.07 and 6.26%, the mean increasing ratio of runoff depth Is 4.51, 11.42, 16.02 and 20.05% respectively. the mean increasing ratio of total runoff yield by means of each and 19.71%. Therefore, as the result of this study. it can be used for principal data as to storm sewage treatment and flood damage protection planning in urban small watershed.

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도시화가 도시지역 강수변화에 미치는 영향 연구 (A Study of the Urbanization Effect on the Precipitation Pattern in Urban Areas)

  • 오태석;안재현;문영일;김종석
    • 한국수자원학회논문집
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    • 제38권10호
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    • pp.885-894
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    • 2005
  • 1970년대 이후, 우리나라는 산업화에 따른 급격한 도시화가 이루어졌다. 본 논문에서는 우리나라의 대표적인 도시인 서울특별시 및 6대 광역시의 1973년부터 2003년까지의 31개년의 강수랑 자료를 이용하여 강수량의 변화에 대하여 분석하였다. 이와 함께 도시화에 따른 강수량의 변동성을 평가하기 위해서 비도시 지역을 선정하였으며 도시 지역의 강수량 변화와 비교하였다. 도시 지역과 비도시 지역의 연강수량, 계절별 강수량, 지속 시간 1시간 및 24시간연최대 강수량에 대해 임의기간에 따른 평균 분석, 경향성 분석, 변동성 분석, 비매개변수적 빈도 해석을 수행한 결과, 도시화 지역에서 비도시화 지역보다 강우 증가율이 더 컸으며, 특히 여름 강수량의 증가량이 두드러졌다.

2006년 집중호우에 의한 홍천지역의 산사태 발생 사례 연구 (A Case Study on Occurrence of Landslide by Heavy Rainfall in Hongcheon Area in 2006)

  • 김호진;임오빈;유남재
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.877-882
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    • 2010
  • This paper is a result of investigating causes and main characteristics of landslides, occurred at Hongcheon area in Gangwondo during July in 2006, by collecting relevant data and visiting site. The main cause of landslides in this area has been found to be saturation of the ground wetted by a series of precipitations during 10~13 July and the heavy rainfall during 15 July. The pattern of the landslides could be classified as translational failure, occurred at the boundary between the relatively thin weathered residual soil and the mother rock. By analyzing a number of failed slopes based on site visit and reviewing collected data, typical widths of failed slopes are in the range of 10~20m (minimum: 5m, maximum: 70m). Lengths of landslide area are in the wide range of 10~450m. Most of area are less than 20m in width and 100m in length so that their shapes are long and narrow, frequently observed in Korea, and their areas are relatively small size of around $1000m^2$. The inclinations of the failed slopes are in the range of $10{\sim}60^{\circ}$ while the most probable slope angle is about $20{\sim}25^{\circ}$.

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농촌 소도시의 CSOs 발생패턴분석 및 관리대책에 관한 연구 (Pattern Analysis of CSOs Generation in a Small Rural City and Control Schemes)

  • 김영철;안익성;이명재
    • 한국물환경학회지
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    • 제23권4호
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    • pp.543-550
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    • 2007
  • In this study, combined sewer overflows (CSOs) from five independent rainfall events in rural city area were collected and investigated. First flush effect in sewage pumping station located near the WWTP was retarded 30 to 60 minutes from booster pumping station. The ratios between SS, COD and TP concentrations prior to rainfall and peak concentrations during the period of rainfall were highly increased but nitrogen was relatively constant, which indicates that it is not associated with particles washed off from the surface of watershed. Mass balance results show that 30% of CSO was generated from booster pump station and 66.5% of CSO was from the whole runoff area. In the area of newly constructed sewer system, CSO problem was related with pump and sewer capacities, but in other old sewer system equipped area, it was due to the collection efficiency. Finally, Log-Log pollutant rating equations were suggested.

통계적 공간상세화 기법의 시공간적 강우분포 재현성 비교평가 (Comparative Evaluation of Reproducibility for Spatio-temporal Rainfall Distribution Downscaled Using Different Statistical Methods)

  • 정임국;황세운;조재필
    • 한국농공학회논문집
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    • 제65권1호
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    • pp.1-13
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    • 2023
  • Various techniques for bias correction and statistical downscaling have been developed to overcome the limitations related to the spatial and temporal resolution and error of climate change scenario data required in various applied research fields including agriculture and water resources. In this study, the characteristics of three different statistical dowscaling methods (i.e., SQM, SDQDM, and BCSA) provided by AIMS were summarized, and climate change scenarios produced by applying each method were comparatively evaluated. In order to compare the average rainfall characteristics of the past period, an index representing the average rainfall characteristics was used, and the reproducibility of extreme weather conditions was evaluated through the abnormal climate-related index. The reproducibility comparison of spatial distribution and variability was compared through variogram and pattern identification of spatial distribution using the average value of the index of the past period. For temporal reproducibility comparison, the raw data and each detailing technique were compared using the transition probability. The results of the study are presented by quantitatively evaluating the strengths and weaknesses of each method. Through comparison of statistical techniques, we expect that the strengths and weaknesses of each detailing technique can be represented, and the most appropriate statistical detailing technique can be advised for the relevant research.

고해상도 강수정보 생산을 위한 레이더 반사도-강수량 관계식 매개변수 보정 및 불확실성 평가 (Estimation of reflectivity-rainfall relationship parameters and uncertainty assessment for high resolution rainfall information)

  • 김태정;김장경;김진국;권현한
    • 한국수자원학회논문집
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    • 제54권5호
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    • pp.321-334
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    • 2021
  • 일반적으로 레이더 강수량 추정에 활용되는 Marshall-Palmer 관계식은 강수현상의 계절적 변동성을 고려하지 않고 선별된 강수사상에 대하여 시공간적으로 고정된 매개변수를 적용하여 레이더 강수량을 추정하므로 실제 강수량과 추정된 레이더 강수량은 정량적인 오차가 발생할 수 있다. 이러한 제약성을 극복하고자 본 연구는 장기간 레이더 반사도 인자를 가용하여 레이더 반사도-강수량 관계식 매개변수를 Bayesian 추론기법으로 보정하고 불확실성을 정량화하여 레이더 강수량의 편의 보정을 수행하였다. Bayesian 추론기법 기반으로 추정된 레이더 반사도-강수량 관계식의 보정 매개변수는 계절성이 규명되었으며 지역적 특성이 존재하였다. Bayesian 추론기법을 통하여 산정된 레이더 강수량은 Marshall-Palmer 관계식의 과소추정 문제를 극복하고 지상 강수특성을 정량적으로 현실성 있게 재현하였다. 본 연구결과는 집중호우 발생 시 능동적인 유역단위 수자원 해석 시스템을 구축하여 국가적 레이더 자원의 가치를 향상할 수 있을 것으로 판단된다.