• Title/Summary/Keyword: 홍수영향분석

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Using VGIS Application for environmently friendly road building (환경 친화적인 도로건설에 대한 VGIS기법 적용)

  • Oh Ilo-Oh;Choi Hyun;Kang In-Joon
    • Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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    • 2006.05a
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    • pp.127-131
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    • 2006
  • 본 연구는 VGIS(Virtual Geographic Information System)을 이용, 환경친화적인 도로건설을 위해 실제 좌표를 사용하므로 3차원 도로의 선형과 구조물을 설계하였다. 그리고 시공 중에 발생 할 수 있는 민원문제 및 설계변경 시 효율적인 의사결정 할 수 있도록 하였다. 대상지역은 전라남도 장흥군의 최대 역점사업인 관광을 테마로 한 정남진 가는 길을 컨셉으로 한 '가고 싶은 길', '보고싶은 다리', '기억하고픈 터널'을 주제로 설계하였으며 명실공히 남도의 새로운 관광명소가 될 자연관광도로가 될 것으로 기대된다. 기존의 3차원 설계에서는 평면적인 선형과 구조물의 형상을 이해하는데 상당한 시간이 소요되었지만, 구조물을 3차원으로 설계함으로써, 비전문가라도 구조물을 쉽게 파악할 수 있었다. 그리고 3차원 설계는 기존 구조물과 신설될 구조물 사이에 공사 중 발생할 수 있는 환경 및 민원문제를 사전에 파악할 수 있었다. 또한, 실제와 같이 구현된 도로와 구조물의 시뮬레이션을 통하여 기존의 각종 의사 결정에 있어 보다 시각적 효과를 증진시켜 효율적인 의사결정을 가능하게 하였다. 본 연구에서는 실제 평면 설계에 쓰이는 좌표 값을 3차원설계에 적용하였다. 도로 노선 및 경관분석에 많은 도움이 될 것으로 보이며 VGIS를 이용하므로 도시계획, 식물, 토양, 수로 또는 도로형태, 홍수계획 등 많은 일들이 평가에 사용된다. 여기서는 구조물 3차원 설계에 관한 기초적인 연구를 시행하였으며, 3차원설계를 통해 의사결정 시 효율적인 판단을 할 수 있었고, 환경 친화적 시공 및 설계에 대한 연구가 이루어 져야 될 것으로 판단된다.상의 "일반원칙의 통용"을 계약성립(Formation of Contract)의 과정별로 정리하였다.의 가치, 생활의 편익 등을 증대한다는 믿음 때문이다. 한편 현실은 여러 가지 역기능이 함께 나타나고 있다. '네티즌 윤리강령'까지 선포했지만, 진정한 네티즌 윤리는 강령을 선포했다고 저절로 확립되는 것이 아니다. 네티즌 각자의 실천의지가 있어야 한다. 인류가 새로운 이상향이라고 추구하는 가상사회는 윤리적인 사고와 행동으로 질서를 유지하지 못하면 인류의 밝은 미래는 보장할 길이 없다. 21세기 정보화 사회, 인터넷 사회를 맞이한 우리는 이 세상을 참으로 살기 좋은 세상으로 만들어야 할 고귀한 책무를 안고 있다. 아무리 험한 길, 어려운 과제라 할지라도 그 목표를 잃어서는 안 되며, 그 해답을 얻는 노력을 결코 게을리 해서는 안 된다.기여한 것으로 평가되고 있다. 이들 프로그램은 특히 보조금을 통해 어선의 제3국 영구이전과 낡고 비효율적인 어선의 신조를 가속화시킨 것으로 보고되고 있다.받고 그 의견에 대한 결과를 게시하여 학생들이 제공되기 원하는 식단을 급식 시 제공하여 학생들이 식단선택에 동참할 수 있는 기회를 주는 것이 바람직하겠다. 또한 영양사는 학급의 반대표와의 정기적인 모임을 가짐으로서 학생들의 불만사항 및 개선 요구사항에대해 서로 의견을 교환하여 설문지조사가 아닌 직접적인 대화를 하여 문제점을 파악하고자 하는 적극적인 자세가 필요하겠다. 특히 아침식사의 결식 빈도가 높았고 이는 급식성과에 부정적인 영향을 줄 뿐 아니라 학교에서 제공하는 음식의 섭취정도에도 영향을 주고 있으므로 학생들에게 학부모와 전담교사 및 학교영양사는 학생들에게 이상적

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Numerical Modeling of Current Density and Water Behavior at a Designated Cross Section of the Gas Diffusion Layer in a Proton Exchange Membrane Fuel Cell (고분자전해질 연료전지의 동작압력에 대한 가스 확산층의 위치 별 전류밀도 및 수분거동에 대한 수치해석)

  • Kang, Sin-Jo;Kim, Young-Bae
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.36 no.2
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    • pp.161-170
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    • 2012
  • There are many factors to consider when attempting to improve the efficiency of fuel cell operation, such as the operation temperature, humidity, stoichiometry, operation pressure, geometric features, etc. In this paper, the effects of the operation pressure were investigated to find the current density and water saturation behavior on a cross section designated by the design geometry. A two-dimensional geometric model was established with a gas channel that can provide $H_2$ to the anode and $O_2$ and water vapor to the cathode gas diffusion layer (GDL). The results from this numerical modeling revealed that higher operation pressures would produce a higher current density than lower ones, and the water saturation behavior was different at operation pressures of 2 atm and 3 atm in the cathode GDL. In particular, the water saturation ratios are higher directly below the collector than in other areas. In addition, this paper presents the dependence of the velocity behavior in the cathode on pressure changes, and the velocity fluctuations through the GDL are higher in the output area than in inlet area. This conclusion will be utilized to design more efficient fuel cell modeling of real fuel cell operation.

The Continuity of Operation (COOP) Application to a Local Government for Disaster Risk Reduction

  • Jang, Young-Jin;Wang, Won-joon;Jung, Jae-Wook;Seo, Yong-Seok
    • Journal of the Korea Society of Computer and Information
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    • v.24 no.12
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    • pp.157-166
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    • 2019
  • Globally, various disasters such as typhoons, floods, earthquakes, fires, explosions have caused work to be halted. If there is a large-scale disaster at public institutions in charge of major national affairs and their works are interrupted, not only will there be property damage, but there will also lead to a decline in national credibility and direct and indirect impacts on the people. Therefore, it is necessary to ensure continuity of operation by minimizing the interruption period of critical operations due to disasters. Overseas advanced countries such as the United States and Japan developed guidelines for Continuity of Operation (COOP) to prevent unexpected work disruptions caused by disasters. Recognizing the necessity of COOP in South Korea, a relevant law has been newly established in 「the Framework Act on the Management of Disasters and Safety」 to enable public institutions to establish the COOP in response to this situation. In this study, the definition, the necessity and overseas cases of COOP were investigated and described. Using the templates developed by these results, operational impact analysis, risk assessment, operational continuity strategies and operational continuity procedures were applied to "A" City Hall in Gyeonggi-do province and those results were described. The objective of this study is to substantially contribute to the introduction of COOP to local governments through their pilot application and implications of COOP.

Factors Influencing Disaster Preparedness of Students Studying Emergency Rescue (일 지역 응급구조(학)과 학생들의 재난대비에 영향을 미치는 요인)

  • Choi, Seong-Woo;Ju, Ho-Hyeon
    • The Journal of the Korea Contents Association
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    • v.16 no.7
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    • pp.651-658
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    • 2016
  • As three sides of Korea are surrounded by the sea and it is geographically located at an intersect point for continental and maritime climate, the climate crisis and global warming factors that lead to large-scale natural disasters such as typhoons, floods, and tsunami as well as disasters and damage to humans are increasing due to rapid urbanization and industrialization. Therefore, this study measured the ability of people to cope with disaster in students studying emergency rescue who will play a central role in safety and casualty control in disaster areas in order to figure out the factors that will influence their overall ability. As a result, the following things were discovered: Those who had the experience of listening to information on how to cope in a disaster scored significantly higher in disaster coping scores than those who did not. In comparison with subjects who responded that they were not satisfied with their emergency rescue training at school, those who responded that they were satisfied with their education scored significantly higher in their disaster coping scores. In comparison with subjects who responded negatively to the questions on experience in emergency rescue training as an extracurricular program, those who responded affirmatively to the questions were evaluated as significantly higher in their disaster coping scores. This study suggests that specific strategies can be taken and are needed to improve the ability to cope with disasters in students who are studying emergency rescue.

Analysis of Long-term Changes in Precipitation and Runoff over the River Basins of Korea (한반도 수계별 강수 및 유출의 장기 변화에 관한 연구)

  • Jung, Yoo-Rim;Oh, Jai-Ho;Her, Mo-Rang
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.71-71
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    • 2011
  • 지난 세기동안 지구 평균 기온이 상승함에 따라 대기 중에 차지하는 수증기 함유량 또한 증가 추이를(7%/$^{\circ}C$) 보이고 있으며, 이는 전 세계적으로 수문 순환 패턴의 변화를 초래한다(IPCC, 2007). 그 중에서도 강수 특성의 변화는 궁극적으로 유출량의 변화를 초래하며, 이는 수자원 총량의 변화로 이어지게 된다. 특히, 여름철에 대부분의 강수 현상이 집중되는 우리나라의 경우 육지의 70% 정도가 산악 지형으로 이루어진 복잡한 지리적 영향으로 집중호우 시 홍수가 일시에 유출되어 이에 따른 인적 물적 피해가 해마다 되풀이 되고 있다. 수자원은 인간 생활과 밀접한 관계에 있기 때문에 이러한 극심한 기후변화에 의한 피해를 최소화하기 위해 수계단위의 효율적인 물관리가 필수적이다. 따라서 한반도 내 주요 강(한강, 금강, 영산강, 섬진강, 낙동강)을 중심으로 수계별 강수량 및 유출량의 장기 특성 변화를 살펴보고자 한다. 장기간의 자료를 보유하고 있는 기상청 산하 27개 지점의 시간 강수량 자료 및 국가 수자원관리 종합정보시스템에서 제공하는 장기유출 자료를 수집하여 수계 평균값을 산정하고, 각 수계별 강수량 및 유출량의 장기 추이 및 변동성, 상관도를 알아보고자 하였다. 최근 36년 동안(1973~2008년) 모든 수계에서 연총강수량이 증가하는 추이를 보였으며, 한강 수계에서 유의수준 5% 내에서 가장 높은 증가율(약 10 mm/yr)을, 섬진강 수계에서 가장 낮은 증가율(약 4 mm/yr)을 나타냈다. 여름철 집중호우(20 mm/hr 이상) 빈도 분석 결과, 모든 수계에서 호우 빈도의 증가 경향이 뚜렷함을 볼 수 있다. 특히, 최근 10년간(1999~2008) 호우빈도의 변화를 살펴보면 섬진강 수계의 경우 총 60번으로 가장 많았고 상대적으로 낙동강 수계에서 35번으로 가장 적었다. 여름철 무강수일수(강수량이 0.1 mm 미만인 일수)의 경우 모든 수계에서 거의 완만한 감소추세를 보임을 확인할 수 있었다. 1970~2001년간 연총유출량의 경우 한강 및 금강 수계의 경우 증가하는 경향을 나타내는 반면 섬진강 수계의 경우 오히려 감소하며, 영산강 및 낙동강 수계에서는 뚜렷한 변화를 볼 수 없었다. 월별 유출량의 경우 모든 수계에서 7월, 8월, 9월에 집중되며, 한강 수계에서 8월, 그 외 수계에서는 7월에 가장 높은 값을 보였다. 향후 장기적인 관점에서 바라 본 강수량과 유출량의 관계에 관한 추가적인 연구를 통하여 신뢰성 있는 기후변화에 따른 수자원 영향 평가에 기여할 수 있을 것으로 사료된다.

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A Study on Stability of Levee Revetment in Meandering Channel (만곡수로 내의 호안 안정성 연구)

  • Kim, Sooyoung;Yoon, Kwang Seok;Kim, Hyung-Jun
    • Journal of Korea Water Resources Association
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    • v.48 no.12
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    • pp.1077-1087
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    • 2015
  • The levee protect lifes, houses, and properties by blocking overflow of river. The revetment is forced to be covered on the slope of levee in order to prevent erosion. The stability of revetment is very important enough to directly connected to the stability of levee. In this study, the weak points of revetment on meandering channel were found by movable revetment experiment and the velocity and the water surface elevation (WSE) were measured at main points. The 3-D numerical simulations were performed under same conditions with experiment. And unclear flow characteristics by the limit of measuring instruments were analyzed through numerical simulation. Consequently, the section of large wall shear stress and the failure section are almost the same. Despite of small wall shear stress, the revetments located at right bank were carried away because of circulation zone due to secondary flow by meandering. With existing riprap design formula, the sizes of riprap determined using maximum local velocity were 1.5~4.7 times greater than them using mean velocity. As a result of this study, it is necessary to calculate the size of riprap in other ways for meandering and straight channel. At a later study, if the weighted value considered the radius of curvature and shape of hydraulic structure is applied to riprap design formula, it is expected that the size of revetment was evaluated rationally and accurately.

Mineralogy of Guano Distributed in the Limestone Cave in Korea (Gossi Cave, Baekrong Cave, and Sungryu Cave) (국내 석회동굴(고씨동굴, 백룡동굴, 성류동굴)에 분포하는 박쥐 구아노의 광물학적 특성)

  • Kong, Dal-Yong;Lee, Seong-Joo;Jun, Chang-Pyo;Kim, Yeong-Kyoo
    • Journal of the Mineralogical Society of Korea
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    • v.25 no.3
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    • pp.131-141
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    • 2012
  • The guano formed from the bat excrement in a cave contains various sulfate and phosphate minerals formed from the reaction of bat excrement with surrounding rocks and clastic minerals. Therefore, the mineral compositions in the guano provide basic informations on the geochemical environments affecting mineral formation in a cave. This study was conducted to study the mineral compositions of guano and the factors affecting those compositions by comparing mineralogical and chemical compositions in three different limestone caves in Korea. The guano samples in Gossi Cave contain detrital minerals such as illite, quartz and feldspar and relatively large amount of gypsum. The contents of gypsum increase with increasing depth, which is different from the samples collected in other caves. The samples collected from Baekryong Cave have the similar mineral compositions to those in Gossi Cave, but they also contain additional kaolinite and very small amount of gypsum. The samples in Sungryu Cave have similar mineralogical compositions to those in Gossi Cave, but contian bassanite instead of gypsum. The mineralogical compositions are well correlated with the chemical compositions of guano. The mineral compositions indicate that, in Gossi Cave, the minerals were formed by the reaction of large amount of bat excrement with surrounding rocks in high humidity condition or in the condition of frequent floods. In the case of Sungryu Cave, bassanite which can be formed in a dry condition indicates that minerals were formed in a relatively low humidity condition.

An Analysis of the water balance of Low Impact Development Techniques According to the Rainfall Types (강우 유형에 따른 저영향개발 기법별 물수지 분석)

  • Yoo, Sohyun;Lee, Dongkun;Kim, Hyomin;Cho, Youngchul
    • Journal of Environmental Impact Assessment
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    • v.24 no.2
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    • pp.163-174
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    • 2015
  • Urbanization caused various environmental problems like destruction of natural water cycle and increased urban flood. To solve these problems, LID(Low Impact Development) deserves attention. The main objective of LID is to restore the water circulation to the state before the development. In the previous studies about the LID, the runoff reduction effect is mainly discussed and the effects of each techniques of LID depending on rainfall types have not fully investigated. The objective of this research is to evaluate the effect of LID using the quantitative simulation of rainwater runoff as well as an amount of infiltration according to the rainfall and LID techniques. To evaluate the water circulation of LID on the development area, new land development areas of Hanam in South Korea is decided as the study site. In this research, hydrological model named STORM is used for the simulation of water balance associated with LID. Rainfall types are separated into two categories based on the rainfall intensity. And simulated LID techniques are green roof, permeable pavement and swale. Results of this research indicate that LID is effective on improvement of water balance in case of the low intensity rainfall event rather than the extreme event. The most effective LID technique is permeable pavement in case of the low intensity rainfall event and swale is effective in case of the high intensity rainfall event. The results of this study could be used as a reference when the spatial plan is made considering the water circulation.

Research on Landscape Design by Flexibly Using Resilient Theory - Focused On 'New York High Line Park'- (리질리언트 이론을 활용한 경관 디자인에 관한 연구 - 'The High Line' 를 중심으로 -)

  • Chen, Wen-Li;Hong, Kwan-Seon
    • The Journal of the Korea Contents Association
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    • v.20 no.1
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    • pp.644-657
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    • 2020
  • As the development of urbanization has cause some environmental problems and natural disasters such as natural earthquakes and floods have brought about impact, designers have turned their attention to the independent prevention ability of urban ecosystems in face of environmental pollution and natural disasters, as well as its ability to adapt to the future. This study introduces 'elasticity theory' to discuss the practical application of elasticity design in landscapes and to solve the problem of lack of elasticity in space, which can provide more scientific reference meaning to create economic, cultural, and social values for space. After selecting 'The High Line' as the object, this paper investigates the previous theories and practical cases, and infers ecology, sustainability, diversity, and adaptability. And then this paper applies five components and analyzes the specific application of these five components of the landscape spatial elasticity strategy, and summarizes the application characteristics and influencing factors of elasticity design in 'The High Line' landscape planning. It can be known from the research that elasticity strategy which is reflected in the design process is the systematic management of landscape space. Elasticity design itself can strengthen environment quality and satisfy the requirements of the environment to defense external shocks so as to adapt to environment changes. Therefore, the elasticity design can strengthen the sustainable development of the city and establish a periodic recycle system.

1D Numerical Model for Rivers Flows with Emergent Vegetations on Floodplains and Banks (정수식생이 존재하는 자연하도에서 1차원 수치모형)

  • Song, Ju-Il;Kim, Jong-Woo;Rim, Chang-Soo;Yoon, Sei-Eui
    • Journal of Korea Water Resources Association
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    • v.44 no.1
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    • pp.9-22
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    • 2011
  • A 1D numerical model for steady flow, based on the energy equation, was developed for natural rivers with emergent vegetations on floodplains and banks. The friction slope was determined by the friction law of Darcy-Weisbach. The composite friction factor of the each cross section was calculated by considering bottom roughness of the main channel and the floodplains, the flow resistance of vegetations, the apparent shear stress and the flow resistance caused by the momentum transfer between vegetated areas and non-vegetated areas. The interface friction factor caused by flow interaction was calculated by empirical formulas of Mertens and Nuding. In order to verify the accuracy of the suggested model, water surface elevations were calculated by using imaginary compound channels and the results of calculations were compared with that of the HEC-RAS. The sensitivity analysis was performed to confirm changed friction factors by vegetations density etc. The suggested model was applied to the reach of the Enz River in Germany, and estimated water surface elevations of the Enz River were compared with measured water surface elevations. This model could acceptably compute not only water surface elevations with low discharge but also that with high discharge. So, the suggested model in this study verified the applicability in natural rivers with emergent vegetations.