• Journal of Wetlands Research
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• v.22 no.1
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• pp.31-38
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• 2020

Weirs are to secure amount water of streams and drop structures are to enhance stabilization of stream bed and bridges are to connect isolated region, which are called stream crossing structures. In the stream design criteria, directions for minimum size of structures are suggested to secure stability of stream crossing structures. However the sizes of almost all existing weirs and drop structures are not satisfied with the stream design criteria and only 22 percent of the peirs of bridges are satisfied. To enhance hydraulic stability of existing weirs and drop structures, it is required that the ratio of bed protection to apron should be above 3.3. According to factual survey of structures in the sample streams, it has been shown that the longitudinal slope of rapid works with 1:20 is the most reasonable to design velocity if existing weirs and drop structures are rehabilitated into rapid works. It has been known that violating freeboard and span length of piers should make existing bridges reconstructed or removed. However, comprehensive review including deterioration level of bridges, special regulation for span length, etc. should be considered to determine rehabilitation plan of bridges. In this study, a procedure has been suggested to improve hydraulic stability of weirs, drop structures and piers of bridges. Sound environment of stream and reduction of natural disaster could be achieved by improving stability of cross structures, which could be obtained by governmental budget and active stream management including observance of design criteria.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.1
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• pp.64-71
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• 2018

Project Management Institute of America separates the types of risk with external risks and internal risks. The external risk is an uncontrollable risk in projects such as changes of policy and related systems, climate, natural disasters, exchange rates and so on. The internal risk is an existing risk in the project itself that is controllable items in the project. Technical risks in project management are cost, quality, time, safety and environment. Therefore, both the external and internal risks should be managed to perform the construction project successfully. In particular, we can secure the quality and safety of facilities through the technical risk management. The importance of potential risk management has been emerging as a major interest and the lack of risk management delays projects and increases construction costs with negative effects of the building safety since the complex building, which is composed of a great number of facilities, consists of many project units and there are conflicts between various participants and stake-holders. This study presents the ways of establishing risk management processes to ensure the safety of the complex building. To that end, establishing procedure of risk management processes is presented and types of risk and factors in construction projects and counter strategies are presented as available risk information on the stages.

• Journal of the Korean Association of Geographic Information Studies
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• v.15 no.3
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• pp.81-90
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• 2012

Recently, with an increased social interest in new and renewable energy resources, together with rapid advancement in IT(information technology) and spatial information technology, there have recently been a lot of attempts to find out methods to make systematic and scientific use of information technology and spatial information technology, depending upon a fusion with GIS(Geographic Information System) spatial information technology in the field of new and renewable energy. This paper developed a suitability analysis system to conduct a correct and precise analysis of an ideal place for wind energy facilities in comprehensive consideration of topographic, economic, and cultural environments. It also used recent spatial information technology including 3D GIS to develop a supportive system for an analysis and decision making of an ideal place for 3D Web GIS-based wind energy facilities like a precise field information implementation, a 3D result display, a 3D object implementation, simulation, and so on. These systems make it possible to build scientific new-renewable energy facilities, to collect, manage and analyze information in an accurate and quantitative manner. In addition, they help serve as a turning point for the construction of a real-time information supply system. Furthermore, they can support rational decision making by making it possible to analyze a variety of forms of field information through building a system for the management of 3D image-based information on new-renewable energy resources.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.39 no.6
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• pp.507-513
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• 2021

GPR (Ground Penetrating RADAR) is a sensor that inspects the pavement state of roads, sinkholes, and underground pipes. It is widely used in road management. MMS (Mobile Mapping System) creates a detailed and accurate road map of the road surface and its surroundings. If both types of data are built in the same area, it is efficient to construct both ground and underground spatial information at the same time. In addition, since it is possible to grasp the road and important facilities around the road, the location of underground pipelines, etc. without special technology, an intuitive understanding of the site is also possible, which is a useful tool in managing the road or facilities. However, overseas equipment to which this latest technology is applied is expensive and does not fit the domestic situation. LiDAR (Light Detection And Raging) and GNSS/INS (Global Navigation Satellite System / Inertial Navigation System) were synchronized in order to replace overseas developed equipment and to secure original technology to develop domestic equipment in the future, and GPR data was also synchronized to the same GNSS/INS. We developed software that performs georeferencing using the location and attitude information from GNSS/INS at the time of acquiring synchronized GPR data. The experiments were conducted on the road site by dividing the open sky and the non-open sky. The road and surrounding facilities on the ground could be easily checked through the 3D point cloud data acquired through LiDAR. Georeferenced GPR data could also be viewed with a 3D viewer along with point cloud data, and the location of underground facilities could be easily and quickly confirmed through GPR data.

• Korean Journal of Remote Sensing
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• v.38 no.6_1
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• pp.1515-1526
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• 2022

Image-based 3D reconstruction is to restore the shape and color of real-world objects, and image sensors mounted on mobile platforms are used for positioning and mapping purposes in indoor and outdoor environments. Due to the increase in accidents in underground space, the location accuracy problem of underground spatial information has been raised. Image-based location estimation studies have been conducted with the advantage of being able to determine the 3D location and simultaneously identify internal damage from image data acquired from the inside of pipeline-type underground facilities. In this study, we studied 3D reconstruction based on the images acquired inside the pipe-type underground facility and reference data. An unmanned mobile system equipped with a stereo camera was used to acquire data and image data within a pipe-type underground facility where reference data were placed at the entrance and exit. Using the acquired image and reference data, the pipe-type underground facility is reconstructed to a geo-referenced 3D shape. The accuracy of the 3D reconstruction result was verified by location and length. It was confirmed that the location was determined with an accuracy of 20 to 60 cm and the length was estimated with an accuracy of about 20 cm. Using the image-based 3D reconstruction method, the position and line-shape of the pipe-type underground facility will be effectively updated.

• Journal of Korean Society of Forest Science
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• v.112 no.4
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• pp.451-458
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• 2023

As forest fires continue to increase in scale worldwide, the importance of forest roads in relation to forest fire prevention and suppression has become increasingly evident. To ensure effective functioning during a forest fire disaster, it is crucial to apply appropriate road planning and ensure roads' structural integrity. However, previous studies have predominantly focused on the impact of forest fires on firebreak efficacy and road placement, meaning that insufficient attention has been paid to ensuring the safety of these facilities. Therefore, this study sought to compare the strength of concrete facilities within areas damaged by forest fires over the past three years by using the rebound hammer test to identify signs of thermal degradation. The results revealed that concrete facilities damaged by forest fires exhibited significantly lower strength (15.6 MPa) when compared with undamaged facilities (18.0 MPa) (p<0.001), and this trend was consistent across all the target facilities. Consequently, it is recommended that safety assessment criteria for concrete forest road facilities be established to prevent secondary disasters following forest fire damage. Moreover, continuous monitoring and research involving indoor experiments are imperative in terms of enhancing the stability of forest road structures. It is expected that such research will lead to the development of more effective strategies for forest fire prevention and suppression.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.139-139
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• 2018

국내 하천은 산업화와 도시화로 인하여 하천수가 오염되고, 치수를 위한 인공적, 획일적인 하천개수가 보편화 되었다. 그 결과 본래 하천이 가지고 있던 생물서식처 기능과 자정, 친수 기능 등 하천환경 기능이 점차 상실되었고, 하천형태도 변형되었다. 이와 같은 자연적인 변화와 더불어 준설, 수리구조물 설치 등 인위적인 변화에 의하여 흐름 및 유사이송 양상이 바뀌어 하상변동이 초래되기도 한다. 하상변동은 하천 시설물의 안정, 홍수위 및 지하수위 변화, 하천부지의 변화 등 하천관리에 중대한 영향을 미치고, 또한 수생태계의 서식환경에 영향을 미치기 때문에 하천을 복원하는데 있어 중요한 고려사항이 된다. 본 연구의 목적은 청미천 복원 사업 구간에 대하여 장기하상변동 모의를 수행하고 하도 안정성을 평가하는 것이다. 이를 위하여 구하도 복원구간에서 새롭게 수행된 측량데이터를 토대로 지형자료를 구축하였으며, 2차원 하상변동 모의가 가능한 CCHE2D 모형을 이용하여 장기하상변동 모의를 실시하였다. 또한 구하도 복원의 하천지형학적 영향을 평가하기 위하여 구하도를 복원하지 않았을 경우의 시나리오를 도입하여 비교하고 그 결과를 분석하였다.

• Proceedings of the Korean Institute Of Construction Engineering and Management
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• autumn
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• pp.519-522
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• 2002

Currently, in spite of continual efforts, the information utility of the construction industry does not communicate well with other industries. This problem arose from mistaken and misguided efforts on the parts of the construction industry because it left out of consideration construction characteristics which are at the center of construction, and this information system was directly introduced and operated from outside the industry. There were also other mistakes that the existing information systems disregarded in trying to fix these problems. Therefore, this study describes a new process, which proposes to build and utilize a Bridge Management System using the mobile internet concept, to solve the problems of the existing construction information management system.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.74-74
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• 2021

우리나라의 농업용수 사용량은 152억톤으로 우리나라 전체 물 사용량의 약 42%이며, 농업용수의 관리는 전체 논 면적 865천ha 중 한국농어촌공사에서 487천ha(56%), 지방자치단체에서 221천 ha(26%), 수리 불안전답이 157천ha(18%)이다. 또한 우리나라에 설치된 저수지, 양수장 등과 용수로로 공급되는 농업용수 공급량 중 논에 유입되지 못하고 퇴수되는 물이 약 43%이다. 농업용수 급수 중 용수로의 수위가 낮아 급수관을 통해 논에 유입되지 못하고 배수로로 퇴수되고 있는 실정이다. 농업용수 급수가 원활하기 위해서는 용수로의 수위를 20cm이상 확보하여야 급수관을 통해 논에 급수가 가능하다. 하지만 현장에서는 이러한 물 공급의 문제점을 해결하기 위해 용수로를 비료포대 등으로 막아서 사용함으로써 용수로 시설물의 관리가 되지 않고 토사가 쌓여 급수 애로가 가중되는 상황으로 시설물 관리를 위한 용수로 준설 등 시설 유지관리비가 발생하고 있다. 특히 금강권역(금강, 만경강, 동진강, 삽교천, 충남 서북부)에서 상습적인 가뭄 발생으로 농업용수 사용에 관한 분쟁이 상시적으로 도사리고 있는 실정이다. 이러한 문제를 해결하기 위해 농업용수의 급수 손실을 최소화하며 원활하고 안정적인 용수를 공급하고자 하였으며, 농민을 대상으로 설문지를 작성하여 응답을 분석하고 농민들의 요구사항을 개선하기 위해 법·제도, 거버넌스, 재원 및 기술·시설로 구분하여 제시하였다. 또한 과거 관행에 의한 유말부 용수공급에 탈피해서 원활한 용수공급이 가능하고 유지관리가 쉬운 장치인 부력식 제수문을 선정하고 제시하였다. 따라서 본 연구에서는 금강권역 상습 가뭄지역의 안정적인 농업용수의 공급관리를 위한 기술 개발 및 적용을 실시하고, 농업용수 공급관련 정량화된 손실현황을 분석한 후 수위확보 장치 적용 전·후 모니터링으로 효과 분석을 실시하였다.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2003.05b
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• pp.427-428
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• 2003

현대인의 경우 대부분이 하루 중 80% 이상의 시간을 어떤 형태의 가정, 사무실, 공공건물, 학교, 병원, 지하시설물, 상가, 음식점, 자동차, 지하철 등의 실내공간에서 생활하고 있으며, 특히 어린이와 노약자, 병약자들의 경우 대부분의 시간을 실내에서 보내고 있는 실정에 있어 실내공기오염이 인체에 미치는 영향은 크다고 할 수 있다. 실내환경에는 대기환경과는 달리 물리적, 화학적, 생물학적으로 매우 다양한 오염물질들은 복합적인 배출원에서 기인되며 그 배출량은 물질에 따라 상당히 편차가 있을 뿐 아니라 오염물질 농도분포 역시 시간적, 공간적 특성에 따라 다양하게 나타날 수 있으며, 실내공기의 상태는 일차적으로 외부공기의 영향을 받게 되고 이차적으로는 담배연기, 스토브, 오븐, 시멘트, 건축자재, 페인트 및 벽면의 입자상 물질 등과 같은 실내오염원으로부터 영향을 받아 오염상태가 심해진다. (중략)