• 제목/요약/키워드: Typhoons

검색결과 554건 처리시간 0.026초

홍수기 저수지의 최적연계운영 (The optimal operation of reservoir systems during flood season)

  • 한건연;최현구;김동일;이경택
    • 한국방재학회:학술대회논문집
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    • 한국방재학회 2008년도 정기총회 및 학술발표대회
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    • pp.743-746
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    • 2008
  • Recently, due to the effect of global warming and extreme rainfall, the magnitude of flood disaster and the frequency of flood is rapidly increasing. In order to mitigate the damage of human and property from this kind of meteorological phenomenon and manage water resources scientifically, effective operation of dam and reservoir is very important. In case of Andong dam which was not performed a flood control function needs to develop new types of dam safety management measure because of recent extraordinary flood by typhoons. In case of Andong dam and Imha dam, I am using HEC-5 model in order to apply reservoir simulation. In this case, complex conditions among 100-year floods , 200-year floods and PMF was used. Also, I modified the maximum outflow 3,800m3/s into 3,490m3/s and applied this modified discharge in order to secure freeboard in the downstream. In an analysis that I applied modified outflow by 100-year floods and 200-year floods to, the result showed that river didn't overflow in Andong area but some other places have relatively low freeboard. In the cases that I modified maximum outflow, results showed that freeboard of levee is larger than existed simulation. In the simulation that I applied 200-year floods and PMF to and under a condition connected with PMF, results showed overflowing the levees. Because of the difference between the frequency of dam outflow and the design flood in river, it is required to improve the existed flood plan in the downstream of Andong dam. As a result of this study, the optimal operation of reservoir systems can be proposed to mitigate the flood damage in the downstream of Andong dam and also can be used to establish the flood plans.

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조간대 퇴적물의 계절적 변화 : 한국 남해안의 광양만 (Seasonal Changes of Tidal-flat Sediments: Kwangyang Bay, South Coast of Korea)

  • 류상옥;김주용;이희준;조영길;안성모
    • 한국해양학회지:바다
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    • 제8권4호
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    • pp.349-356
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    • 2003
  • 한반도 남해안의 중앙부에 위치한 광양만에서 조간대 퇴적물의 계절적 변화를 조사하기 위하여 집적률과 표층퇴적물에 대한 모니터링을 실시하였다. 2년에 걸친 조사결과 광양만 조간대는 주로 겨울에 퇴적되고 세립해지며, 여름에는 간헐적으로 발생되는 태풍과 폭우에 의해 침식되며 조립해지는 경향을 보였다. 이러한 겨울의 퇴적현상은 파랑의 영향을 강하게 받는 서해안 조간대가 주로 겨울에 침식되는 것과 상반된 결과로, 이는 광양만의 반폐쇄적인 지형적 특성에 따라 파랑의 발달이 극히 제한되기 때문인 것으로 판단된다 한편, 공단조성을 위해 주변에 인위적인 매립이 진행되고 있는 조간대에서는 계절과 무관하게 침식이 가속화되고 있다.

마산만 국지해일 예경보 모의 시스템 구축 (A Warning and Forecasting System for Storm Surge in Masan Bay)

  • 한성대;이정렬
    • 한국방재학회 논문집
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    • 제9권5호
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    • pp.131-138
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    • 2009
  • 본 연구에서는 태풍과 해일에 의한 범람 피해 영역을 예보하기 위한 동적경보시스템에 대해서 서술하였다. 이 시스템은 연안 지역에 내수범람과 같은 잠재적 위기가 예상되는 태풍 발생 시기에 해안공학적 지식이 부족한 공공 재난관리자들이 직접 신속하게 운용할 수 있도록 일반 PC에서 MATLAB의 GUI(Graphical User Interface)를 이용하여 개발되었다. 신속한 예보를 위한 바람장은 기상청 태풍 예보 자료를 이용하는 단순파라메터 태풍모델로 생성된다. 조위와 수심평균된 조류를 신속하고 정확하게 모의를 하기 위하여 경계 조건을 사전에 준비하였다. 또한 임의의 시점에서도 정확하고 빠르게 수행되도록 MATLAB 수치프로그램을 벡터화하였다. 예상 태풍경로와 관련 태풍 예보 자료를 마우스 등을 이용하여 윈도우 화면에 입력하고 실행하면 마우스로 선정된 특정범람 예상 지점에 대한 실시간 수위정보를 얻을 수 있다. 이 시스템은 지역 재난관리자들에게 가능한 위험 정보를 신속히 파악하고 체계적으로 운용될 수 있도록 개발되었다. 그러나 모델결과는 태풍의 경로에 민감하게 작용하고, 또 지역 재난관리자들이 정확한 정보를 생산하기 위하여 오랜 기간 숙련과 지역에 적합한 경험 계수의 결정 과정이 필요하다.

회야강 하구방사제 건설에 따른 진하해수욕장 해안선 변화분석 및 예측 (Coastline Evolution Analysis and Forecast due to the Construction of Groin at Heoya-River Mouth Area)

  • 김성득;강경호;박해성
    • 한국해양공학회지
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    • 제22권2호
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    • pp.28-33
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    • 2008
  • From the 1997 to January, 2004, a groin 156m long was constructed at the mouth of the Heoya river-mouth as a protection and barrier. To understand the changes to Jinha beach from the blockade of the river mouth, several aerial photographs, etc., were compared, which showed that the changes were significant. Comparing these results to the state of the area before construction of the groin, the blockade of the river was relaxed, but the formation of the tombolo, in the middle groin area was accelerated and the total Jinha beach erosion and especially the erosion of the southern part of Jinha beach was developed. But according to statements by residents and some current documents, the blockade of the Heoya-river mouth is still underway at the surrounding areas of the groin and chronic dredged sand has been used for littoral nourishment at the northern part of the middle groin and on Jinha beach. The result of numerical simulation based on the present state shows that if this sort of dredging is stopped, the sand accumulation will progress near the river mouth groin and the existing tombolo at the middle groin will progress to the north and severe erosion will occur at the southern coastline near the middle groin and the farthest southern part of Jinha beach, and Jinha beach itself will experience a gradual erosion. The main reason for these erosions should be the typhoons that are happening during the summer season. To provide protection from these kinds of undesirable erosions, a total of 23 numerical simulations have been done. It has been shown that submerged breakwaters at the front area of the beach will be efficient to protect from main beach erosion, but there should be alternative proposals for the influence of the river mouth blockade.

Effect of motion path of downburst on wind-induced conductor swing in transmission line

  • Lou, Wenjuan;Wang, Jiawei;Chen, Yong;Lv, Zhongbin;Lu, Ming
    • Wind and Structures
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    • 제23권3호
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    • pp.211-229
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    • 2016
  • In recent years, the frequency and duration of supply interruption in electric power transmission system due to flashover increase yearly in China. Flashover is usually associated with inadequate electric clearance and often takes place in extreme weathers, such as downbursts, typhoons and hurricanes. The present study focuses on the wind-induced oscillation of conductor during the process when a downburst is passing by or across a specified transmission line. Based on a revised analytical model recently developed for stationary downburst, transient three-dimensional wind fields of moving downbursts are successfully simulated. In the simulations, the downbursts travel along various motion paths according to the certain initial locations and directions of motion assumed in advance. Then, an eight-span section, extracted from a practical 500 kV ultra-high-voltage transmission line, is chosen. After performing a non-linear transient analysis, the transient displacements of the conductors could be obtained. Also, an extensive study on suspension insulator strings' rotation angles is conducted, and the electric clearances at different strings could be compared directly. The results show that both the variation trends of the transient responses and the corresponding peak values vary seriously with the motion paths of downburst. Accordingly, the location of the specified string, which is in the most disadvantageous situation along the studied line section, is picked out. And a representative motion path is concluded for reference in the calculation of each string's oscillation for the precaution of wind-induced flashover under downburst.

Wind-excited stochastic vibration of long-span bridge considering wind field parameters during typhoon landfall

  • Ge, Yaojun;Zhao, Lin
    • Wind and Structures
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    • 제19권4호
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    • pp.421-441
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    • 2014
  • With the assistance of typhoon field data at aerial elevation level observed by meteorological satellites and wind velocity and direction records nearby the ground gathered in Guangzhou Weather Station between 1985 and 2001, some key wind field parameters under typhoon climate in Guangzhou region were calibrated based on Monte-Carlo stochastic algorithm and Meng's typhoon numerical model. By using Peak Over Threshold method (POT) and Generalized Pareto Distribution (GPD), Wind field characteristics during typhoons for various return periods in several typical engineering fields were predicted, showing that some distribution rules in relation to gradient height of atmosphere boundary layer, power-law component of wind profile, gust factor and extreme wind velocity at 1-3s time interval are obviously different from corresponding items in Chinese wind load Codes. In order to evaluate the influence of typhoon field parameters on long-span flexible bridges, 1:100 reduced-scale wind field of type B terrain was reillustrated under typhoon and normal conditions utilizing passive turbulence generators in TJ-3 wind tunnel, and wind-induced performance tests of aero-elastic model of long-span Guangzhou Xinguang arch bridge were carried out as well. Furthermore, aerodynamic admittance function about lattice cross section in mid-span arch lib under the condition of higher turbulence intensity of typhoon field was identified via using high-frequency force-measured balance. Based on identified aerodynamic admittance expressions, Wind-induced stochastic vibration of Xinguang arch bridge under typhoon and normal climates was calculated and compared, considering structural geometrical non-linearity, stochastic wind attack angle effects, etc. Thus, the aerodynamic response characteristics under typhoon and normal conditions can be illustrated and checked, which are of satisfactory response results for different oncoming wind velocities with resemblance to those wind tunnel testing data under the two types of climate modes.

Stereo Images와 IT 기술을 이용한 피해조사 통합운영시스템 개발 및 현장 운용 (Advancement and Application of Integrated Damage Investigation System using Stereo Images and IT)

  • 최우정;조재웅;심재현
    • 한국방재학회 논문집
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    • 제11권3호
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    • pp.57-61
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    • 2011
  • 기후변화로 인하여 홍수, 태풍과 같은 대규모 자연재난이 전 세계적으로 발생하고 있으며, 이로 인하여 심각한 피해가 발생하고 있다. 특히, 현행 피해조사는 수작업으로 이루어지기 때문에 많은 시간이 소요되고 있으며, 또한 현장 조사자의 주관이 포함되어 정확성과 객관성이 부족하고 광범위한 피해지역이나 조사자가 접근할 수 없는 지역에 대한 피해조사가 어렵다. 따라서 신속 정확하고 객관적인 피해조사를 위하여 Stereo images와 IT기술을 이용한 피해조사 통합운영시스템을 개발하였으며, 2008년 경북 봉화군, 2009년 충북 제천시, 2010년 전북 남원시, 경남 합천군 피해현장에 대해 시범적용 하였다. 본 연구는 Stereo images와 IT기술을 이용하여 현장에서 휴대성과 안정성, 그리고 사용자 편의 등을 고려한 피해조사 통합운영시스템 개발과 현장운용결과에 대해 기술하였다.

수치해석을 이용한 네트형 토석류 방호시스템의 안전성 평가 (Safety Evaluation of Net-type Debris Flow Protection System Using Numerical Analysis)

  • 이응범;임현택;황대원;임창수;김용성
    • 한국지반신소재학회논문집
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    • 제17권4호
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    • pp.157-168
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    • 2018
  • 최근 기후 변화로 인한 태풍 및 국지적 집중호우의 발생 빈도가 증가하고 있다. 이로 인해 농촌지역에서는 산사태 피해가 발생할 가능성이 더욱 커지고 있다. 그러나 현실적으로 공학적인 안정성 평가 연구는 미미한 상태이다. 따라서 농촌지역의 산사태 피해를 경감시키고 재해위험이 있는 산간 지역을 효과적으로 관리하기 위해서는 산사태에 대비한 방재 기술의 발전이 필요한 실정이다. 본 연구에서는 토석류 방호시스템에 동적 충격 하중이 작용할 때 완충 스프링의 충격에 대한 완화 효과를 분석하기 위해 완충 스프링 자유장별로 수치해석을 수행하고, 하중분담율에 대하여 고찰하였다. 또한, 기존 완충 스프링과 쐐기형 완충 스프링과의 동적 충격하중 크기 변화에 따른 인장강도에 대한 비교분석으로 현장 적용성을 검증하였다. 연구 결과 네트형 토석류 방호시스템은 산사태 발생 시 토석류에 의한 시설물 및 인명 피해의 손실을 방지하는데 효과적인 것으로 판단된다.

Convective Cloud RGB Product and Its Application to Tropical Cyclone Analysis Using Geostationary Satellite Observation

  • Kim, Yuha;Hong, Sungwook
    • 한국지구과학회지
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    • 제40권4호
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    • pp.406-413
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    • 2019
  • Red-Green-Blue (RGB) imagery techniques are useful for both forecasters and public users because they are intuitively understood, have advantageous visualization, and do not lose observational information. This study presents a novel RGB convective cloud product and its application to tropical cyclone analysis using Communication, Oceanography, and Meteorology (COMS) satellite observations. The RGB convective cloud product was developed using the brightness temperature differences between WV ($6.75{\mu}m$) and IR1 ($10.8{\mu}m$), and IR2 ($12.0{\mu}m$) and IR1 ($10.8{\mu}m$) as well as the brightness temperature in the IR1 bands of the COMS, with the threshold values estimated from the Korea Meteorological Administration (KMA) radar observations and the EUMETSAT RGB recipe. To verify the accuracy of the convective cloud RGB product, the product was applied to the center positions analysis of two typhoons in 2013. Thus, the convective cloud RGB product threshold values were estimated for WV-IR1 (-20 K to 15 K), IR1 (210 K to 300 K), and IR1-IR2 (-4 K to 2 K). The product application in typhoon analysis shows relatively low bias and root mean square errors (RMSE)s of 23 and 28 km for DANAS in 2013, and 17 and 22 km for FRANCISCO in 2013, as compared to the best tracks data from the Regional Specialized Meteorological Center (RSMC) in Tokyo. Consequently, our proposed RGB convective cloud product has the advantages of high accuracy and excellent visualization for a variety of meteorological applications.

제주의 여름철 기온이 25℃ 이상인 날수의 장기변화 분석 (Analysis of Long-term Changes of Days with 25℃ or Higher Air Temperatures in Jeju)

  • 최재원;차유미;김정윤;박철홍
    • 한국기후변화학회지
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    • 제7권1호
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    • pp.31-39
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    • 2016
  • In this study, the time series of the number of days with $25^{\circ}C$ or higher temperatures in the Jeju region were analyzed and they showed a strong trend of increase until recently. To determine the existence of a climate regime shift in this time series, the statistical change-point analysis was applied and it was found that the number of days with $25^{\circ}C$ or higher temperatures in the Jeju region increased sharply since 1993. Therefore, in order to examine the cause of the sharp increase of the days with $25^{\circ}C$ or higher temperatures in the Jeju region, the differences between the averages of 1994~2013 and the averages of 1974~1993 were analyzed for the large-scale environment. In the Korean Peninsula including the Jeju region, precipitable water and total cloud cover decreased recently due to the intensification of strong anomalous anticyclones near the Korean Peninsula in the top, middle and bottom layers of the troposphere. As a result of this, the number of days with $25^{\circ}C$ or higher temperatures in the Jeju region could increase sharply in recent years. Furthermore, in the analysis of sensible heat net flux and daily maximum temperatures at 2 m, which is the height that can be felt by people, the Korean Peninsula was included in the positive anomaly region. In addition, the frequency of typhoons affecting the Korean Peninsula decreased recently, which reduced the opportunities for air temperature drops in the Jeju region.