• Title/Summary/Keyword: ECO-BRIDGE

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Eco-Bridge Planting Plan in Chingogae of Odaesan National Park (오대산 국립공원 진고개 Eco-bridge 식재계획)

  • 이경재;최송현;강현경
    • Korean Journal of Environment and Ecology
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    • v.9 no.2
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    • pp.221-231
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    • 1996
  • The planting plan for the establishment of Eco-bridge were suggested to restore the ecosystem where has been ecologically isolated by rood construction in Chimgogae of Odaesan National Park. Eco-bridge contributes as a corridors to the faunal movement. To survey the vegetation, 16 plots within 6 sites were selected and 10 by 10 meters in size set up. In the results of Chingogae's vegetation analysis, succession trends was from Quercus mongolica to Carpinus laxiflora, Carpinus cordata, Fraxinus rhynchophylla, Tilia amurensis and so on. It turned out that the nearer sites had high similariyt and vegetation continuity obviously in the similarity index analysis. In the analysis of the number of species and individuals, final step of planting plan needs about 15 species and 10~12 trees, 17~18 subtrees and 100 shrubs in size 100m$^{2}$. Planting species was selected from adjacent sites. The plant species suited for the eco-bridge establishment in this area can be suggested such as Carpinus cordata, Cornus controversa, Q. mongolica etc. and 12 subtree and shrub such as Syringa reticulata var. mandshurica, Sambucus williacsii var. coreaca, Acer pseudosieboldianum and so on.

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Ecological Case Study of Eco-bridges in Korea: State and Problem (야생동물 생태학적 사례연구를 통해서 본 교량형 생태통로의 현황 및 문제점)

  • Choi, Byung-Jin;Jo, Yeong-Seok;Jeong, Jong-Chul;Kim, Joo-Pill
    • Journal of Environmental Impact Assessment
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    • v.16 no.4
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    • pp.285-300
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    • 2007
  • The purpose of this study was to ascertain the ecological state and problems of eco-bridges on Korean roads. The study was conducted from March to April 2007 by checking ecological factors and wildlife around the eco-bridges and habitats. 8 representative eco-bridges were selected by their bridge shape and condition of location. After field survey, we analyzed ideal trails for wildlife using field data, digital topology maps, satellite images, and land use map. In addition to trail analysis, we identified the propriety of the eco-bridges through Population Viability Analysis. Because of unsuitable location and management, we found that most of the bridges are not proper for wildlife dispersal. Moreover, in some habitats, we could expect that some local populations might be extinct without appropriate treatments.

Effect of thermal regime on the seismic response of a dry bridge in a permafrost region along the Qinghai-Tibet Railway

  • Zhang, Xiyin;Zhang, Mingyi;Chen, Xingchong;Li, Shuangyang;Niu, Fujun
    • Earthquakes and Structures
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    • v.13 no.5
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    • pp.429-442
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    • 2017
  • Dry bridges have been widely applied in the Qinghai-Tibet Railway (QTR) to minimize the thermal disturbance of engineering to the permafrost. However, because the Qinghai-Tibet Plateau is an area with a high potential occurrence of earthquakes, seismic action can easily destroy the dry bridges. Therefore, a three-dimensional numerical model, with consideration of the soil-pile interactions, is established to investigate the thermal characteristics and their impact on the seismic response of the dry bridge in permafrost region along the QTR. The numerical results indicate that there exist significant differences in the lateral displacement, shear force, and bending moment of the piles in different thermal conditions under seismic action. When the active layer become from unfrozen to frozen state, the maximum displacement of the bridge pile reduces, and the locations of the zero and peak values of the shear force and bending moment also change. It is found that although the higher stiffness of frozen soil confines the lateral displacement of the pile, compared with unfrozen soil, it has an adverse effect on the earthquake energy dissipation capacity.

Spatial Analysis for the Assessment of Optimum Place of Eco-bridge (생태통로의 최적지 평가를 위한 공간분석)

  • Jeong, Jong-Chul
    • Journal of Environmental Impact Assessment
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    • v.20 no.5
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    • pp.697-703
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    • 2011
  • The purpose of this study aims to preserve biodiversity in increasingly fragmented green patches for spatial analysis of planting on the eco-corridors and to optimize the target species, the location, width, cross section of the eco-corridors. It was suggested that eco-corridors should have to planned at early stages of road planning so that the number and locations of eco-corridors in advance. Ecological corridor is the facility to connect two habitats fragmented by road, dam, housing and industrial area. And, everyone agree that ecological corridor is important useful structural component that help animal movement in fragmented landscapes. However, ecological corridors have many problems of the recorded the size of corridor, planting species to nearby exiting vegetation species and structure. The most important facts that there are no consideration for location of animal migration and behavior using eco-corridors. This study was carried out to spatial analysis of eco-corridors location, satellite data and GIS were used to analyze for searching optimum location of the eco-corridors.

A Study on the Mock-up Test of Waterproofing/Root Penetration Resistance Technology for the Application to an Eco-bridge (생태교량 적용을 위한 방수·방근공법의 Mock-up 시험 연구)

  • Seon, Yun-Suk;Choi, Su-Young;Kim, Meong-Ji;Choi, Sung-Min;Oh, Sang-Keun
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2014.05a
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    • pp.230-231
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    • 2014
  • This study is concerned with the root penetration resistance competence and constructability of a waterproofing and root penetration resistance layer of an eco-bridge which is applied with various types of seeding. For the review of root penetration resistance competence, the competence was tested using herbs, woody plants, and tall trees. As a result, there was no tear of or damage to the waterproofing and root penetration resistance layer as well as the sweeping-down phenomenon of a waterproofing and root penetration resistance layer by soil. Also, the effect of the root growth of herbs, woody plants, and tall trees on the root penetration resistance system was confirmed.

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The Cornerstone Project: Establishing the Interministerial Collaborative R&D Support Framework between NRF and KEITI, Korea (한국연구재단과 한국환경산업기술원 간 Eco-Bridge 구축방안에 관한 연구 - 우수 연구성과 연계 활용으로 부처간 벽 허물기 -)

  • Lee, Jong-Hyun;Kwon, Sang-Sook;Jung, Dong-Il;Son, Jiho;Cha, Eun-Jong;Yeu, Moo-Song;Lee, Sung-Jong;Park, Kwisun
    • Journal of Korean Society of Environmental Engineers
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    • v.35 no.8
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    • pp.533-539
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    • 2013
  • Korea is one of the top countries that has funded great amount to promote basic research and others in recent decade. While the quantity of R&D fund in Korea has rapidly increased, the effectiveness and quality of R&D outcomes became a controversial issue. National Research Foundation of Korea (NRF) and Korea Environmental Industry & Technology Institute (KEITI) agreed to collaborate for diffusing and utilizing R&D outcomes of each institute. NSF and KEITI signed the bilateral MOU in 2012, and Interministerial Collaborative R&D Support Framework (ICR&DSF) was developed. The ICR&DSF consist of launching an Eco-Bridge Program as an interministerial R&D program and composition of Environmental Convergence R&D Bridge Committee. The Eco-Bridge Program was applied to 'Environmental Convergence Technology Project' of KEITI as a pilot program in 2012. The unique feature of this interministerial R&D program is that the Eco-Bridge Program directly supports the basic research outcomes which are previously funded by NRF. As the collaboration between NRF and KEITI becomes stronger, it is expected to explore the more creative and the more transformative research.

Development of a Paper Strain Gauge using Inkjet-printing Technology (잉크젯 인쇄기술을 이용한 종이 스트레인게이지 개발)

  • Lee, Young Tae
    • Journal of the Semiconductor & Display Technology
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    • v.14 no.2
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    • pp.23-27
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    • 2015
  • In this paper, eco-friendly paper strain gauge was fabricated in the way of printing strain gauge on paper substrate, using PEDOT:PSS ink and inkjet printer technology. As a p-type conductive high polymer, PEDOT:PSS is known to be piezoresistive effect. I formed a strain gauge by connecting in parallel 5 lines of $60{\mu}m$ width printed with PEDOT:PSS. To minimize surrounding influence such as temperature, I formed wheat-stone bridge by combining 4 strain gauges (quarter-bridge strain gauge) which were made up of PEDOT:PSS 5 lines and measured. In quarter-bridge strain gauge, only two strain gauges, facing each other, arranged in strain and horizontal direction were deformed while the other two strain gauge of vertical direction were not. Therefore, quarter-bridge strain gauge showed the output of half bridge. The fabricated quarter-bridge strain gauge had output sensitivity of $105.6{\mu}V/V{\cdot}mm$ and its output linearity was relatively good.

A Eco-friendly Construction Plan of bridge cross over and parallel to rivers (하천 병행 및 횡단교량의 친환경 건설계획)

  • Kim, Young-Sang;Ko, Seung-Young;Kim, Hyoung-Su;Min, Young-Taek
    • Proceedings of the Korea Concrete Institute Conference
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    • 2009.05a
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    • pp.131-132
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    • 2009
  • A road construction From Gyegok to Shinduk, korea was ordered for the alternative design by Jeollabuk-do, 2008. The propose of study is to introduce the planning process for a optimal eco-friendly design and construction of bridge cross over and parallel to rivers.

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Structural Performance Verification of RDT Girder Bridge Feasible to Fill with Planting Ground (식재기반을 담는 RDT 거더교의 구조성능 검증)

  • Ha, Tae-Yul;Han, Jong-Wook;Yang, In-Wook
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.3
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    • pp.2219-2228
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    • 2015
  • The proposed RDT(Reversed Double T) girder bridge is suitable to eco corridor, because of its cross section which resembles Korean alphabet vowel "ㅛ". The total height and cost of bridge would be reduced for its inner space containing some of plant soil. In this study, the performance of the RDT girder was assessed by comparing results of static test with those of nonlinear analysis. The cracking load of the RDT girder was evaluated more than two times of design load.