• Title/Summary/Keyword: Typhoon Maemi

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The Behavior of Floating Debris in the Nakdong River Estuary using a Simple Numerical Particle Model (입자수치모의를 통한 낙동강 하구 해안부유쓰레기 거동)

  • Yoo, Chang-Ill;Yoon, Han-Sam;Kim, Gyou-Tae
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.13 no.4
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    • pp.9-14
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    • 2007
  • This study reviewed the behavior(movement) characteristics of floating marine debris flowing in the Nakdong River Estuary using a simple numerical particle-tracking model on the conditions of the maximum water discharge outflow from the Nakdong River barrage during the passage of typhoon Maemi in 2003. The simulation showed that the particle distribution and movement of floating marine debris in the Nakdong River Estuary reached a stable state at 72 hours after the typhoon had passed, during the flood period of river discharge. The quantity of floating particles distributed on the east coast of Gadeok and Jinu Islands increased by 40% at 33 hours after starting the model, while the change in other sea areas was 20-40%.

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An Analysis of Characteristics on Meteorological Disasters in the Southern Coast of Korea (우리나라 남해안의 기상재해 특성 분석)

  • Seol, Dong-Il
    • Journal of Navigation and Port Research
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    • v.35 no.1
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    • pp.17-21
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    • 2011
  • Characteristics of meteorological disasters in the southern coast of Korea were analyzed for 20 years from 1989 to 2008 using the Korea meteorological administration's data. The main results are summarized as follows. Yearly mean number and the total number of meteorological disasters in the southern coast of Korea during 20 years are 7.5 and 149, respectively. The highest number appears in July followed by August and the third is September. The meteorological disasters from July to September occupied about 42%. The seasonal mean number is most in summer(about 39% of all), the next orders are the autumn, winter and spring. The meteorological disasters in summer are mainly caused by typhoon and heavy rain. The meteorological disasters of a great scale occurred by typhoons(for example, 9112 GLADYS, 0215 RUSA and 0314 MAEMI) which strike in the southern coast of Korea.

Hazard Risk Assessment for National Roads in Gangneung City (강릉지역 국도의 재해위험성 평가)

  • Kim, Gi-Hong;Won, Sang-Yeon;Youn, Jun-Hee;Song, Yeong-Sun
    • Journal of Korean Society for Geospatial Information Science
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    • v.16 no.4
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    • pp.33-39
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    • 2008
  • Typhoon Lusa in 2002 and Typhoon Maemi in 2003 caused the worst damage of landslide and debris flow to Gangwon-do. This damage includes severe damage in riverside road. The damage register indicates that this damage is concentrated on mountain areas in Gangwon-do. In recent years, the studies on GIS application to predicting landslide and debris flow have been progressing actively. Landslide risk map managed by The Forest Service is the representative one. In this study, we generated landslide and debris flow hazard maps using statistical analysis and deterministic analysis in Gangnung area where Typhoons caused severe damage to riverside roads. We built damage point GIS DB from damage registers of National Road Maintenance Agency and field survey, and verified accuracy of landslide and debris flow hazard maps using GIS methods.

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Characteristics of the Behavior of Floating Debris in the Nakdong River Estuary using a Simple Numerical Particle Model (입자수치모의를 통한 낙동강 하구 부유(해안)쓰레기 거동특성)

  • Yoo, Chang-Ill;Yoon, Han-Sam;Kim, Gyou-Tae
    • Proceedings of KOSOMES biannual meeting
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    • 2007.11a
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    • pp.23-28
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    • 2007
  • This study estimated the behavior(movement) characteristics of floating marine debris flowing in the Nakdong River Estuary using a simple numerical particle-tracking model. This numerical experiment considered the maximum water discharge outflow from the Nakdong River barrage during the passage of typhoon Maemi in 2003. The simulation showed that the particle distribution and movement of floating marine debris in the Nakdong River Estuary reached a stable state at 72 hours after the typhoon had passed, during the flαxl period of river discharge. The quantity of floating particles distributed on the east coast of Gadeok and Jinu Islands increased by 40% at 33 hours after starting the model, while the change in other sea areas was $20{\sim}40%$.

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Estimate of Simulation for Recent Typhoons (최근 태풍의 Simulation 평가)

  • Oh, Jong Seop
    • Journal of Korean Society of Disaster and Security
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    • v.8 no.1
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    • pp.39-46
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    • 2015
  • This study is concerned with the estimation of fluctuation wind velocity spectrum and turbulence characteristics in the major cities reflecting the recent meteorological with typhoon wind velocity about 2003 (Maemi) 2010 (Kompasu) 2012 (Tembin). The purpose of this paper is to present spectral analysis for longitudinal component fluctuating velocity obtained by Monte Carlo Simulation method. In the processes of analysis, the longitudinal velocity spectrums are compared widely used spectrum models with horizontal wind velocity observations data obtained at Korea Meteorological Adminstration (KMA) and properties of the atmospheric air for typhoon fluctuating wind data are estimated to parameters with turbulency intensity, shear velocity, probability distribution and roughness length.

Inundation Analysis Considering Water Waves and Storm Surge in the Coastal Zone (연안역에서 고파랑과 폭풍해일을 고려한 침수해석)

  • Kim, Do-Sam;Kim, Ji-Min;Lee, Gwang-Ho;Lee, Seong-Dae
    • Journal of Ocean Engineering and Technology
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    • v.21 no.2 s.75
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    • pp.35-41
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    • 2007
  • In general, coastal damage is mostly occurred by the action of complex factors, like severe water waves. If the maximum storm surge height combines with high tide, severe water waves will overflow coastal structures. Consequently, it can be the cause of lost lives and severe property damage. In this study, using the numerical model, the storm surge was simulated to examine its fluctuation characteristics at the coast in front of Noksan industrial complex, Korea. Moreover, the shallow water wave is estimated by applying wind field, design water level considering storm surge height for typhoon Maemi to SWAN model. Under the condition of shallow water wave, obtained by the SWAN model, the wave overtopping rate for the dike in front of Noksan industrial complex is calculated a hydraulic model test. Finally, based on the calculated wave-overtopping rate, the inundation regime for Noksan industrial complex was predicted. And, numerically predicted inundation regimes and depths are compared with results in a field survey, and the results agree fairly well. Therefore, the inundation modelthis study is a useful tool for predicting inundation regime, due to the coastal flood of severe water wave.

A Study on the Wedge Angle of the Rail Clamp according to the Change of the Design Wind Speed Criteria (설계풍속 상향조정에 따른 레일클램프의 쐐기각에 대한 연구)

  • Lee, Jung-Myung;Han, Dong-Seop;Lee, Seong-Wook;Shim, Jae-Joon;Han, Geun-Jo
    • Journal of the Korean Society for Precision Engineering
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    • v.23 no.12 s.189
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    • pp.103-110
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    • 2006
  • The rail clamp is very important device to prevent that a container crane slips along a rail due to the wind blast as well as to locate the crane in the set position during an operating mode. Recently, the design wind speed criteria were intensified from the wind speed of 16m/s to 35m/s during an operating mode, and from 50m/s to 75m/s during a stowed mode in Korea, according to the 'Inspection Criteria for Facilities and Equipments in Port' reformed after typhoon 'Maemi'. In order to design the wedge type rail clamp for the reinforced design wind speed criteria of 35m/s, we carried out the finite element analysis of the rail clamp with respect to the wedge angle, and analyzed the relationship between the wedge angle and the sliding distance of the rail clamp.

A Development of V type Suspension String Set for UHV Transmission Lines (초고압 송전선로용 V련 현수애자장치의 개발)

  • Sohn H. K.;Lee H. K.;Keum E. Y.;Min B. W.;Choi J. S.;Choi I. H.
    • Proceedings of the KIEE Conference
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    • summer
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    • pp.497-499
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    • 2004
  • Due to a typhoon named MAEMI on Sep12, 2004, 7 transmission towers collapsed and 3 were damaged in the Gyeongnam and Busan areas. These caused long-term black-outs in Goeje-do. When a transmission tower collapses or is damaged, Construction will take more than 2 months and this will be accompanied by long-term black-outs. Therefore a temporary iron pole is used in such emergencies. Current temporary rehabilitation angle steel iron Pole consistes of around 800 members, 2,800 bolts and it takes about 5 days to construct a temporary transmission line. Consiquently wide black-outs occur during the construction of the temporary transmission line. To reduce black-out time, the construction period must be reduced as much as possible. This paper presents new methods to reduce temporary transmission line construction time to within 48 hours by applying a self-reliance assembling method instead of the current man power assembling method and by modulizing each angle steel with duralumin.

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Case Studies of Predicting Volcanic Ash by Interactive Realtime Simulator (실시간 대화형 화산재 확산 예측 시스템에 의한 화산재 확산 예측)

  • Kim, Hae-Dong;Lee, Jun-Hee
    • Journal of Environmental Science International
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    • v.23 no.12
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    • pp.2121-2127
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    • 2014
  • Analyzing the observational data of volcanic activities around the northern part of Korean peninsula, the odds of volcano eruption increases continuously. For example, the cumulative seismic moment and frequence observed near Mt. Baekdu show a sudden increased values. In this study, predicting the diffusion of volcanic ash for two cases were carried out by using interactive realtime simulator, which was developed during last 2 years as a research and development project. The first case is Sakurajima volcano (VEI=3) erupted in August 2013. The second case is assumed as the volcanic eruption at Mt. Baekdu (VEI=7) under landing circumstance of typhoon Maemi (August 2003) in Korean peninsula. The synoptic condition and ash diffusion for the two cases were simulated by WRF(Weather Research and Forecast) model and Lagrangian dispersion model, respectively. Comparing the simulated result of the first case (i.e., Sakurajima volcano) with satellite image, the diffusion pattern show acceptable result. The interactive realtime simulator can be available to support decision making under volcanic disaster around East Asia by predicting several days of ash dispersion within several minutes with ordinary desktop personal computer.

Tower Crane Foundation Design and Stability Review Model (타워크레인 기초설계 및 안정성 검토 모델)

  • Ho, Jong-Kwan;Han, Kap-Kyu;Kim, Sun-Kuk
    • KIEAE Journal
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    • v.7 no.6
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    • pp.99-106
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    • 2007
  • Tower crane is a large construction equipment which is extremely tall for its section when it is erected, with its high slenderness ratio, and it has a heavy load by itself due to large lifting stuff to handle. In line with the construction projects in these days which increasingly tend to become higher, larger and complex, the stuff and height subject to lifting are also getting larger and higher, which has also increased the risk of disastrous accidents. A stable foundation design thus to deal with the increasing self load becomes more important. When a typhoon Maemi swept the nation in 2003, as many as 43 tower cranes fell down or collapsed, causing a severe damage to the people and the properties. Considering such fatal damages, a technical evaluation of the stability to prevent the safety accident with the tower crane must be very crucial. Tower cranes operation in domestic construction sites, in fact, have been simply dependent on personal experience and intuition of the engineers. Particularly when it comes to the foundation design, it mostly depends on manufacturer's recommendation. The study hence was intended to develop the fundamental measures for granting the objective stability, instead of following the individual's experience only. The simulation model recommended in the study is expected to make a good commitment to achieving an effective lifting work as well as preventing the safety accident.