• Title/Summary/Keyword: 사업계획 사전검토

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Risk Factor Analysis in the Implementation Phase of the Housing Redevelopment Project (주택재개발사업 시행단계의 위험요인 분석)

  • Ahn, Jeong-Min;Jung, In-Su;Lee, Chan-Sik
    • Korean Journal of Construction Engineering and Management
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    • v.12 no.4
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    • pp.97-105
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    • 2011
  • As many stakeholders are taking part in the Housing Redevelopment Project, their opinion mediation is considering very important issues. Thus disputes on projects are inevitable due to complexity of interest. To effectively progress the project, this paper analyze the risk factors by phase in implementation phase that the association participates in person. We identify 50 of risk factors in implementation phase by reviewing and analyzing related studies and actual cases of disputes, then we present 26 of risk factors through experts interview. Also, we calculate weights of risk factors by using AHP for quantitatively analyzing them and present final weights and priorities of risk factors by summing weights of risk factors by phase. In results, it is found that 'the inappropriateness of the Management Disposal Plan' in management disposal plan phase and 'the inappropriateness of the Project Implementation Plan' are the most significant risk factors. To maximize the utilization of risk factors analyzed, we present the checklists that can be aware of these risks in advance and prevent these risks. Based on these findings, if risk factors in implementation phase are managed actively, the housing redevelopment project will be performed more effectively.

개발사업으로 인한 토양손실량 예측 및 침사지 설계

  • 우효섭;김창완
    • Proceedings of the Korea Water Resources Association Conference
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    • 1998.02d
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    • pp.1101-1179
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    • 1998
  • 최근에 내무부에서는 개발사업으로 인한 토사유출 피해 중 인명과 재산 피해와 같은 재해 성격을 가진 대규모 토사유출을 사전에 미리 저감시킬 목적으로 재해영향평가제를 도입하여 추진하고 있다. 이에 따라 건설 엔지니어링 업계에서는 대규모 개발 사업으로 인한 가속화된 토양손실량 예측과 침사지 설계에 많은 관심이 쏟아지고 있으나 이 분야의 기술축적과 자료부족으로 과업수행에 어려움을 겪고 있다. 본 강좌에서는 이러한 엔지니어링 업계의 기술적인 어려움을 다소 나마 해소할수 있도록 개발사업으로 인한 가속화된 토양손실량 예측방법과 침사지 설계 기준에 대해 외국의 자료를 바탕으로 그 동안 국내에서 수행한 각종 재해영향평가 자료를 검토하여 제시한다. 먼저, 재해영향평가제의 취지, 토사유출과 재해, 토사유출 재해 저감대책 등에 대해 간략히 설명한다. 다음, 침식량 예측 방법으로 미국의 범용토양 손실공식(USEL) 방법의 적용 절차에 대해 구체적으로 소개한다. 침사지 설계 편에서는 침사지 설계 개념과 구체적인 설계 절차를 제시하고 참사지 규모의 결정방법을 소개한다. 본 강좌의 교재는 미국교통연구단(TRB)의 국립합동도로연구프로그램(NCHRP)#70 자료를 주로 참고하였다. 이 자료는 부록에 원본 전부를 수록하였다. 다만 아직 이 분야 연구가 미흡한 관계로 본 강좌에서는 재해저감 측면에서 합리적인 침사지 설계 기준을 완전히 제시하지 못하고 있다. 참고로 국립방재연구소의 박무종/강대환 연구팀이 기존의 재해영향평가서 자료 중에서 10개를 선정하여 침사지 소요수면적 산정, USEL 적용, 강우침식도 R의 산정 등에 대해 사례 조사 분석한 결과를 부록에 수록하였다.을 기해야 한다. 있다. 청주권의 무심천도 계획상은 대청댐의 물을 공급 받을수도 있도록 되어 있으나 현실상으로 상수도 원수로서의 공급마저도 매년 심한 원수 수질 문제(5-6월, 10월경의 취수장 부근의 부영양화 현상으로 인한 악취와 물 맛의 문제)를 1984년부터 겪고 있다. 이와 같이 도시권 하천의 수자원은 자연적, 인위적, 경제적, 법적, 제도적 여러 제한 요소로서 특성을 가지고 있으며 이는 날로 심해 가고 있는 실정이다. 그러므로 최적 물관리 시스템의 개발이 새로이 시작하는 수자원 개발 사업에서는 계획 단계에서부터 절실히 요구되는 바이며 기존 시설물의 관리 운영은 과감히 그 운영 관리 기준을 보완 재 정비하여야 할 것이다. 지금까지 대부분의 수자원 종합 개발 계획이 홍수방이나 용수 공급 및 수력 개발 등에 주력하여 왔으나 이제는 보다 더 수자원의 환경 보전적 차원과 도시의 안정적 발달을 위한 지역 및 권역 계획과 연계지워져서 양적인 안정 공급과 더불어 질적인 향상과 연계지워서 경제-사회적 요구에 부응할 수 있도록 도시권의 수자원을 최적 관리할 수 있는 방안을 강구하여야 할 것이다. 이는 각 도시 하천의 수자원의 정량적·정성적인 특성 및 제한 요소를 충분히 감안하여 수요-공급 개념에 의하여 과감히 기존 시설(예: 팔당댐의 운영, 대청댐의 운영 등)의 관리 운영 체계를 개선하여 나가야 할 것이며, 수질 보전적-환경 보전 차원에서 저수관리 체계를 확고히 할 수 있는 방안을 강구하여야 할 것이다.펄스주입법에 의해 증착된 박박은 강유전성 이력을 나타내었다.지역과 비도시지역을 비교하는 조사 연구가 필요하며, 이러한 조사결과를 바탕으로 자녀의 식습관에 대

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Health Impact Assessment on Construction of Landfill Site - Focused on Human Risk Assessment due to Inhalation Exposure to Landfill Gas - (매립장 조성사업에 대한 건강영향평가 - 매립가스의 호흡노출로 인한 인체위해성평가를 중심으로 -)

  • Kim, Young-Ha;Lee, Young-Soo
    • Journal of Environmental Policy
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    • v.7 no.1
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    • pp.1-29
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    • 2008
  • The Ministry of Environment(MoE) of Korea has recently established the Environmental Health Act. This Act contains a clause related to implementation of Health Impact Assessment(HIA). So, selecting a landfill which was expected to have an influence on human health among major development projects, this study carried out the human risk assessment due to inhalation exposure to landfill gas emission and attempted to measure the possibility of domestic application of HIA in the future. The process for HIA on landfill site extension focusing on human risk assessment is as follows: The first step is to presume and calculate the amount of landfill gas emissions using LandGEM, The second step is to carry out exposure assessment using K-SCREEN Model which is used for predicting the concentration in a conservative method. The last step is to carry out human risk assessment of carcinogenic and non-carcinogenic substances. It is considered that it is likely to apply a technique for human risk assessment due to inhalation exposure to landfill gas emission performed here more specifically in the case of implementing HIA. In addition, it is also believed that more systematic studies are needed to overcome some weak points and limits found in this study and if these weak points and limits are improved more reliable outcomes will be produced.

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Building up User-Oriented Road Planning and Design Schemes (국민참여형 도로계획의 수립방향)

  • Kim, Eung-Cheol;Kwon, Young-In;Yun, Seong-Soon;Kang, Jin-Goo
    • Journal of Korean Society of Transportation
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    • v.23 no.5 s.83
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    • pp.47-55
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    • 2005
  • Roads deeply affect the life of people and keep doing an important role to support economic growth of a country. According to the budget plan of the ministry of construction and transportation of Korea, 8.1 trillion won have been allotted for road investment in the year of 2002 which occupy 61% of the transportation infrastructure special account (13.3 trillion won) and 4.7% of the total national budget (1,740 trillion won). It is true that services generated from road investment such as mobility enhancement and increased accessibility have shown positive effects through shortened travel time and decreased vehicle operating cost. However, it is also notable that many negative effects are gradually being discussed and those are nowadays getting severer due to enhanced people interests about road construction, increased concerns on environment and active public involvement that were evoked by traffic accidents, air pollution & noise and destruction of environment. Road construction processes in Korea are normally governed by administrative sectors (suppliers) not by users. These processes ate very weak to accomodate user s needs and community concerns thus easy to fail finalizing a road project without hassles. A public hearing process is supposed to be held in the processes of detailed design step and the environmental impact analysis. However, it is not enough to grab user's needs and community concerns. Increased public involvement frequencies, optimized public involvement timing and enhanced depth of public involvement magnitude are suggested to improve the current poor public involvement schemes in road planning and design processes. The application of these recommended methods to the road planning and design processes may guarantee the change from the current supplier-oriented schemes to the new user-oriented one. Also, this study suggests to reset objectivity and clarity of road construction process, to make conciliation guidelines based on many practical cases that produced good results, to introduce public involvement techniques in a stepwise basis, and to foster the professionals via education and training programs.

Effective Coastal Water Quality Management and Marine Environmental Impact Assessment (연안의 효율적 수질관리 방향과 해양환경영향평가)

  • Lee, Dae-In;Eom, Ki-Hyuk;Kim, Gui-Young;Hong, Sok-Jin;Lee, Won-Chan;Jang, Ju-Hyoung
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.14 no.1
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    • pp.29-37
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    • 2008
  • This study examined principles and techniques of efficient water quality management as well as total coastal pollutant loads and the relevant examples in the advanced countries from the viewpoints of water quality improvement and pollution control in coastal areas. The problems and improvements in an estimation of the current total pollutant loads were also pointed out. In addition, discussion was made on the relationship between total pollutant loads and environmental capacity as well as particulars requiring extensive examination on access to and study on water quality model used as prediction tool for marine environment. Furthermore, this study proposed details of and improvement plans for water quality control to be reflected and absorbed into systems and policies related to coastal water quality. In coastal areas, which are subject to total coastal pollutant loads, it is necessary to calculate pollutant loads reduction and allocation, to propose them in detail in statement in relations to new pollution sources for the corresponding projects or plans in environmental impact assessment and prior environmental review system. Also, in relations to regional plans for coastal management, the local government concerned must focus more on environmental management plan to implement data on pollution sources and pollutant loads flown into sea areas under basic jurisdiction, therefore it is required to actively respond to expansion and introduction of total coastal pollutant loads system in the future. Total coastal pollutant loads system must be expanded and executed by considering characteristics of sea area and changes in the environment of land. For pollution sources in land, the competent authorities in charge of coastal environment will need to initiatively administer supervision, monitoring activities and achieve integration and operation of the related laws by preparing legal bases for management system or adjusting the related laws.

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Research on Basic Investigation and Analysis for Iand Substitution Planing using High-resolution Satellite Imagery (환지계획 수립시 고해상 위성영상을 이용한 기초조사 및 분석에 관한 연구)

  • Choi, Seung Pil;Jeong, Cheol Ju;Yeu, Yeon
    • Journal of Korean Society for Geospatial Information Science
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    • v.21 no.2
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    • pp.3-9
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    • 2013
  • Various data like digital maps(1/1,000 or 1/5,000), field surveying, online materials and literatures are used for the preliminary investigation for urban development such as the feasibility evaluation, the profitability analysis, the zoning proposal, the zoning designation, and the land replotting planning. There are a couple of urban development methods like an expropriation, a replotting, a mixed-used method. The replotting method requires the consideration of land replotting types based on topography and building condition, which is not easy to gather data for the preliminary investigation maintaining the security of development planning. There are limitations of a preliminary investigation using aerial photos to detect topographic and building changes at specific period. GIS data combined with high-resolution imagery has advantages over the current dataset, which come from easy acquisition of various spatial resolution satellite images, wide swath coverage, the choice of imagery resolution satisfying a usage purpose, economic benefit comparing to aerial photos, and the calculation of distance and area on imagery from image modeling. For these reasons, the proposed method in this study enables to perform the more appropriate preliminary investigation using more accurate information.

한강유역의 3개보(강천보, 여주보, 이포보)건설로 인한 남한강 유역의 공사 전.후의 수리 분석

  • Lee, Gyeong-Yeong;Seong, Seu;Park, Sang-Cheol
    • Proceedings of the Korea Water Resources Association Conference
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    • 2011.05a
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    • pp.441-441
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    • 2011
  • 정부에서 기후변화로 인한 홍수와 가뭄, 수질개선 등 물 문제 해결을 위해 시행하고 있는 4대 강사업을 아직도 언론이나 환경단체, 대다수의 국민들이 보 건설로 인해 홍수의 위험성이 높아지고, 수질이 악화되어 생태계와 생명이 파괴된다고 오해하고 있다. 이런 오해를 불식시키기 위해 남한강유역의 보 건설 공사 전 후의 발생 가능한 수리변화 예측을 통하여 4대강사업에 따른 수리 수질 논란에 대비하고, 기존의 수위-유량 곡선식 및 홍수분석시스템 변화에 따른 개선을 통하여 보 건설 후 댐과 보의 운영시 각 보 지점의 수리분석을 통해 적절한 방류 규모, 시기를 결정하고 하류영향을 효과적으로 분석하는 등 환경변화에 대한 사전 대책마련을 위해 EFDC 모형을 구축하였다. 본 연구는 한강유역의 팔당댐을 기준으로 북한강 10km, 경안천 10km, 남한강 65km 구간의 공사 전 후 수위변화를 분석하기위해 남한강 유역의 2006년도부터 2010년까지의 여주, 이포, 양평 수위국의 최고수위 기간을 조사하여, 최고기간인 2006년 7월 15일부터 17일에 발생한 태풍 에위니아의 첨두유량(13,022CMS)을 사용하였고, 하천단면 측량자료는 2010년에 실시한 보 공사구간 횡단면도와 준설 후 계획 횡단면도와 과거 측량자료를 이용하였고, 총 3,794개의 격자망을 평균 $200m\times80m$ 간격으로 구성하여 3차원 수리/수질 모델 프로그램인 EFDC를 사용하여 수리모델링을 실시하여 보 건설 전 후의 수위변화를 모델링 하였다. 모델링 결과 남한강 상류인 강천보 지점의 수위 저감효과가 최대 2.0m로 가장 큰 효과를 보였으며, 상대적으로 남한강의 하류인 여주보 지점은 최대 1.5m, 이포보 지점은 상대적으로 작은 1.0m 정도의 수위 저감효과를 확인할 수 있었다. 그리고 이포보 하류의 양평수위국 지점과 북한강, 남한강, 경안천이 합류되는 팔당댐 상류 지점의 경우 모델링 결과 공사 전 후 수위 차이가 없는 것으로 보아 보 건설이 남한강 하류 지점에는 큰 영향을 끼치지 않는 것으로 판단된다. 이처럼 EFDC 모형을 이용하여 정밀 수리모형 검토를 통해 수위변화를 비교해 본 결과 지점별로 약간의 차이는 발생하지만 보 건설을 통하여 수위 저감효과가 발생하는 것으로 판단된다. 보다 정확한 검토를 위해 추후에는 남한강 상류의 강천수위국 상류지점의 검토와 남한강유역의 지류 유입량을 추가하여 모델링을 실시하면 보다 더 정밀한 분석이 가능할 것이라고 판단된다.

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How to Measure the Agglomeration Effects of Industrial Cluster : A Case Study of the FOODPOLIS ( KOREA NATIONAL FOOD CLUSTER ) (산업클러스터 효과 추정 방법에 관한 연구 : 국가식품클러스터조성사업 사례를 중심으로)

  • Kim, Jung-Wook;Kim, Suk-Young;Yang, Seung-Min
    • Journal of the Economic Geographical Society of Korea
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    • v.15 no.1
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    • pp.42-62
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    • 2012
  • This paper suggests a genuine method to estimate the agglomeration effects of Industrial Cluster focusing on the FOODPOLIS (KOREA NATIONAL FOOD CLUSTER). In this study, we will focus on two issues related to the clustering effect. First, Clusters affect productivity, and a cluster allows companies to operate more productively in inputs; accessing technology, human resource, information, services, and needed institutions. Second, we assume that the effects of Industrial Cluster can be estimated from measurement on differency of an added value between large-scale enterprises and smaller ones. To demonstrate effectiveness of this approach, the estimated effect was compared with that from the related study (A Mini-Cluster). Industry Clusters have been considered as critical factors for regional competitiveness and economic revitalization. For this, the government and local government should find a way and strategy to provide useful contents that can attract the participation of firms and to secure strategic positioning and competition strategies.

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Evaluation of Road Safety Audit on Existing Freeway by Empirical Bayes Method (경험적 베이즈 방법에 의한 공용중인 고속도로 교통안전진단사업의 효과평가)

  • Mun, Sung-Ra
    • International Journal of Highway Engineering
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    • v.14 no.2
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    • pp.117-129
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    • 2012
  • Road safety audit is the preventive enhancement strategy for safety. : it gets rid of beforehand the potential factor of a traffic accident in the stage of road planning and design and it evaluates the appropriation for road geometric structure or safety facility to prevent traffic accident in the stage of operation after the construction. Since this strategy is introduced to our country in the early 2000s, various projects have been processed and it was legislated recently. And now, the evaluation of past project for its continuation is needed. Therefore, in this study the evaluation of road safety audit on existing freeway is performed. The spatial extent of this study is Yong-dong line on which the safety treatment was executed in 2005 and 2006. And, the temporal range of this study is each 2-year of before and after from 2005 and 2006. The empirical bayes method of observational evaluation studies is applied to analyze. As a result, there is an effect of improvement on most of treated sections. But there is ineffective or negligible on some sections. Compared with the detail of treatment on each section, the effect of multiple or various treatments is good for that section. On the other hand, the section on which effect doesn't appear is the result of single or unimportant treatments. Throughout these results, the concrete analysis can be performed and the countermeasures designed for the section on which effect doesn't appear. Also it is used as reference to the future plan and direction of road safety audit on existing freeway.

Effects of Functional Improvement of Multiaxis Flat Continuous Soil Cement Earth Retaining Wall (다축 평면 연속형 SCW 흙막이 벽체의 개선 효과)

  • Chung, Choong-Sub;Yoo, Chan Ho;Nam, Ho Seong;Choi, In Gyu;Baek, Seung Cheol
    • Journal of the Korean Geotechnical Society
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    • v.39 no.11
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    • pp.7-22
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    • 2023
  • In January 2022, a new legislation was enforced to enhance the safety of underground construction. Consequently, a comprehensive assessment of underground safety is now an integral part of the planning process, including an evaluation of its impact. Ensuring the stability of temporary retaining walls during underground excavation has become paramount, prompting a heightened focus on the assessment of underground safety. This study delves into the analysis of the Multi-axis Flat Continuous Soil Cement Wall retaining wall (MFS) construction method. This method facilitates the expansion of wall thickness in the ground and provides flexibility in selecting and spacing H-piles. Through laboratory model tests, we scrutinized the load-displacement behavior of the wall, varying the H-pile installation intervals using the MFS method. Additionally, a 3-dimensional numerical analysis was conducted to explore the influence of H-pile installation intervals and sizes on the load for different thicknesses of the MFS retaining wall. The displacement analysis yielded the calculation of the height of the arching effect acting on the wall. To further our understanding, a design method was introduced, quantitatively analyzing the results of axial force and shear force acting on the wall. This involved applying the maximum arching height, calculated by the MFS method, to the existing member force review method. The axial force and shear force, contingent on the H-pile installation interval and size applied to the MFS retaining wall, demonstrated a reduction effect ranging from 24.6% to 62.9%.