• 한국건설관리학회논문집
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• 제19권3호
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• pp.70-78
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• 2018

기후변화에 대한 우려가 커지면서 건설산업에서도 환경부하를 줄이기 위해 지속적으로 노력하고 있으며, 환경부하를 산정하기 위한 효과적인 방법론으로써 LCA (life cycle assessment)가 제시되고 있다. 그러나, LCA는 환경부하량 산정을 위해 작업에 투입되는 자원량에 대한 정보가 필요하기 때문에 이러한 정보의 확보가 어려운 초기 설계단계의 환경적 검토에는 활용되지 못하고 있다. 이 연구에서는 도로의 배수시설물을 대상으로 표준단면에 기반한 작업물량산출체계를 개발하고 환경부하량을 산출할 수 있는 모델에 활용하였다. 이 모델은 초기 설계단계의 가용정보만으로 LCA에 필요한 자원량을 산정함으로써 환경부하량을 산출할 수 있다. 모델의 유효성을 검증하기 위해 5개의 검증사례를 적용하였으며 원단위추정모델 및 회귀모델과 비교하였다. 그 결과 평균 9.94%의 절대오차율평균을 나타내 다른 모델보다 상대적으로 정확하며 초기 설계단계에서 사용할 수 있는 유효한 모델이라는 점이 확인되었다.

• 한국농공학회지
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• 제13권4호
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• pp.2471-2478
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• 1971

Go Cong Water Control Project was conducted on its preliminary survey and design by Agricultural development Corporation for the Korean Government, an Executing Agency, and Directorate of Irrigation and Rural Engineering of the Ministry of Land Reform, Agriculture and Fishery Development for the Vietnamese Government, a cooperation Agency, under Korean and Vietnamese Economic and Technical Cooperation Program. The main purposes of the project are aimed at the improvements of irrigation and drainage, and salt water prevention of the Go Cong area located at northern part of the Mekong Delta. All the works from field survey through design to preparing reports were carried out by ADC alone and recently Korean Government submitted the relevant reports to vietnamese Government through official channel. The contents of the project are summarized as following: 1. The project comprises irrigation, drainage and salt water prevention facilities on the benefited area of about 55,000 hectares, covering Go Cong and Dinh Tuong(My Tho) Provinces and it will be possible to cultivate rice cropping twice a year, irrigating all the area in the dry season; 2. With completion of this project, annual production of rough rice and vegetables are anticipated to increase by 222,600 .T. and 142,600 M.T. respectively and the internal rateof return stants at 26 per cent, applying for the exchange rate of US $ 1 to VN $ 275. 3. Total investments required for the project are estimated at US $ 56,394,000 of which actual construction cost is estimated at US $ 39,183,000. The project has planned to be d to be developed by four stages, taking bout 7 years. 4. The project needs for three places of pumping plants. 57Km of feed and main irrigation canals, 81Km of drainage channels, 97Km of dike, 23 places of sluices and navigation locks, etc.

• 해양환경안전학회지
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• 제16권3호
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• pp.275-285
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• 2010

2009년 말 기준의 국내 해양시설 신고 현황을 지역별 및 시설 종류별로 분석하고 국가차원의 관리방안을 제안하였다. 여수청에 신고한 시설이 8가지 종류로 가장 다양하였으나 포항청, 대산청 및 제주해양관리단에 신고한 시설이 각각 3가지 종류에 불과하였다. 기름 및 유해액체물질 저장시설은 모든 지방청의 신고 실적이 있고 시설의 수도 가장 많은 종류이며, 여수청과 마산청이 각 38개소로 공동 1위를, 평택청이 11개소로 최하위를 차지하였다. 오염물질저장시설은 마산청이 4개소, 동해청과 목포청이 각 2개소, 여수청, 군산청 및 평택청이 각 1개소였으며 나머지 지방청에는 신고 실적이 없었다. 선박건조 수리 해체시설은 모든 지방청의 신고 실적이 있는 종류이며, 전국 시설(조선소)의 45%가 마산청과 부산청 관할의 남해 동부해역에 집중되었다. 하역시설은 부산청과 목포청이 각 3개소, 대산청이 1개소였으며 나머지 지방청은 신고 실적이 없었다. 폐기물저장시설은 울산청이 5개소, 군산청이 4개소, 인천청이 2개소, 여수청이 1개소였으며 나머지 지방청에는 신고 실적이 없었다. 취수 배수시설은 전국의 65%가 포항지역과 목포지역에 집중되었고, 유어장은 전국의 78%가 마산지역에 집중되었다. 그 밖의 시설은 동해청이 4개소, 마산청이 3개소, 여수청과 평택청이 각 2개소, 인천청과 울산청이 각 1개소였으며 나머지 지방청에는 신고 실적이 없었다. 종합해양과학기지는 제주해양관리단이 3개소, 여수청, 울산청 및 군산청 각각 1개소였으나 나머지 지방청에는 신고 실적이 없었다. 해양시설에 대한 국가차원의 관리방안으로는 지방청별 여건을 고려한 관리, 시설 종류별 특성을 고려한 관리, 관계 법령 및 규정의 개정, 해양시설 종류별 이행사항 숙지 및 준수, 국가적 견지의 적극적 관리조치 등을 제안하였다.

• 한국멀티미디어학회논문지
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• 제12권7호
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• pp.989-996
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• 2009

최근 도시 침수 방재를 위한 전자재해지도 시스템 구축을 위해 GIS(Geographic Information System)의 활용이 증가하고 있다. 전자재해지도 시스템은 과거 침수지역 및 침수예상지역을 수문학적 모델을 이용하여 분석하고, 침수 위험지역에 대한 정보를 지도를 통해 사용자에게 보석주기 위한 시스템으로 자연재해대책을 통해 작성 지침을 공시하고, 법제화를 추진하고 있다. 전자재해지도의 침수 예측시스템을 구축하기 위해서는 SWMM(Storm Water Management System)등의 유출모형과 침수예측모델을 통한 침수위험지역을 분석하고, 이를 가시화하는 모듈이 개발되어야 하며, 이를 위해서 도로, 건물 등의 도시시설물과 맨홀, 하수관 등의 도시 관거시스템에 대한 공간 데이터와 유출모형을 통한 수문분석 결과 데이터가 공간 데이터베이스에 구축되어야 한다. 따라서 본 논문에서는 하수관거 및 도시시설물에 대한 공간 데이터를 구축하기 위해 수치지도 데이터로 가장 널리 사용되는 데이터 형식인 ESRI사의 Shape File을 이용하여 공간 데이터를 자동으로 생성하는 기법에 대한 연구를 수행한다. 이를 위해 ESRI Shape File을 오라클 공간 데이터베이스로 자동 변환하기 위한 알고리즘을 제시하고, 생성된 하수관거 공간 데이터베이스와 연계하여 침수위험지역정보를 가시화하는 프로토타입 시스템을 개발한다.

• 한국수자원학회논문집
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• 제51권5호
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• pp.395-404
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• 2018

본 연구에서는 미계측 도시유역의 수공구조물 설계기준의 불확실성을 검토하기 위해 과거관측자료(S0)를 기준으로 상세화 기법(downscaling) 및 편의보정(bias correlation)을 통해 생산된 RCP 4.5 기후시나리오 HadGEM3-RA (RCM)모델을 이용하여 S1 (2017~2046년), S2 (2047~2076년), S3 (2077~2100년) 기간의 확률강우량의 변화를 평가하고, 도시유출모형을 이용하여 최대첨두홍수량을 산정하고 기후변화 기간별 영향을 분석하였다. 이때 확률분포형은 Gumbel, 매개변수 추정은 최우도법(ML)을 사용하였다. 평가 결과 대부분의 도시배수시설물 설계빈도인 10년 빈도의 경우 3사분위값을 기준으로 50년 미래를 가정할 경우에는 약 10%, 70년 이상의 미래를 가정할 경우에는 약 20%의 확률 홍수량 증가가 예상되었다. 이러한 결과는 현재를 기준으로 설정된 설계홍수량으로 설치된 도시배수시설물이 미래에는 설계기준에 미달하는 시설물이 될 수 있다는 것을 의미하며, 기후변화에 대응 위해서 설계기준에 시설물의 내구연한을 고려한 미래 기후상태를 반영해야할 것으로 판단된다.

• 토지주택연구
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• 제8권3호
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• pp.189-200
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• 2017

The work breakdown structure and the precedence relations by work activity are very important because they are the basic data for estimating the construction duration in the construction work. However, there is no standard to accurately estimate the construction duration since the size of the school facilities construction is smaller than the general construction work. Therefore, some schools are unable to open in March or September and the delay of the construction duration can cause damage to the students. To solve this problem, this study developed a work breakdown structure of school facilities construction work and analyzed the precedence relations by work activities. The work breakdown structure of the school facilities construction is composed of three steps. The operations corresponding to level 1 and level 2 are as follows. (1) 2 preparatory work categories; preparation period and temporary construction. (2) 17 architectural work categories; temporary construction, foundation & pile work, reinforced concrete work, steel roof work, brick work, plaster work, tile work, stone work, waterproof construction, wood work, interior construction, floor work, metal work, roof work, windows construction, glazing work and paint construction. (3) 7 mechanic and fire work categories; outside trunk line work, plumbing work, air-conditioning equipment work, machine room work, city gas plumbing work, sanitation facilities and inspection & test working. (4) 4 civil work categories; wastewater work, drainage work, pavement work and other work. (5) 1 landscaping work categories; planting work. The work breakdown structure was derived from interviews with experts based on the milestones and detailed statements of existing school facilities. The analysis of precedence relations by school facilities work activity utilized PDM(Precedence Diagramming Method)which does not need a dummy and the relations were applied using FS(Finish to Start), FF(Finish to Finish), SS(Start to Start), SF(Start to Finish). The analysis of this study shows that if one work activity is delayed, the entire construction duration may be delayed because the majority of the works are FS relations. Therefore, it is necessary to use the Lag at the appropriate time to estimate the standard construction duration of the school facility construction. Lag is a term used only in the PDM method and it is used to define the relationship between the predecessor and the successor in creating the network milestone. And it means the delay time applied to the two work activities. The results of this study can reasonably estimate the standard construction duration of school facilities and it will contribute to the quality of the school facilities construction.

• 한국물환경학회지
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• 제36권3호
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• pp.206-219
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• 2020

As urbanization and impermeable areas have increased, stormwater and non-point pollutants entering the stream have increased. Additionally, in the case of the old town comprising a combined sewer pipe system, there is a problem of stream water pollution caused by the combined sewer overflow. To resolve this problem, many cities globally are pursuing an environmentally friendly low impact development strategy that can infiltrate, evaporate, and store rainwater. This study analyzed the expected effects and efficiency when the LID facility was installed as a measure to improve hydrologic cycle and water quality in the Oncheon stream in Busan. The EPA-SWMM, previously calibrated for hydrological and water quality parameters, was used, and standard parameters of the LID facilities supported by the EPA-SWMM were set. Benchmarking the green infrastructure plan in New York City, USA, has created various installation scenarios for the LID facilities in the Oncheon stream drainage area. The installation and maintenance cost of the LID facility for scenarios were estimated, and the effect of each LID facility was analyzed through a long-term EPA-SWMM simulation. Among the applied LID facilities, the infiltration trench showed the best effect, and the bio-retention cell and permeable pavement system followed. Conversely, in terms of cost-efficiency, the permeable pavement systems showed the best efficiency, followed by the infiltration trenches and bio-retention cells.

• 한국농공학회논문집
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• 제63권4호
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• pp.23-32
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• 2021

For agricultural water management, it is essential to establish the digital infrastructure data such as agricultural watershed, irrigated area and canal network in rural areas. Approximately 70,000 irrigation facilities in agricultural watershed, including reservoirs, pumping and draining stations, weirs, and tube wells have been installed in South Korea to enable the efficient management of agricultural water. The total length of irrigation and drainage canal network, important components of agricultural water supply, is 184,000 km. Major problem faced by irrigation facilities management is that these facilities are spread over an irrigated area at a low density and are difficult to access. In addition, the management of irrigation facilities suffers from missing or errors of spatial information and acquisition of limited range of data through direct survey. Therefore, it is necessary to establish and redefine accurate identification of irrigated areas and canal network using up-to-date high resolution images. In this study, previous existing data such as RIMS (Rural Infrastructure Management System), smart farm map, and land cover map were used to redefine irrigated area and canal network based on appropriate image data using satellite imagery, aerial imagery, and drone imagery. The results of the building the digital infrastructure in rural areas are expected to be utilized for efficient water allocation and planning, such as identifying areas of water shortage and monitoring spatiotemporal distribution of water supply by irrigated areas and irrigation canal network.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.323-327
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• 2006

During the past decades in South Korea, there have been several projects to reduce water demand and save water for paddy irrigation system by automation. This is called as intensive water management system by telemetering of paddy ponding depth and canal water level and telecontrol of water supply facilities. This study suggests a method of constructing topology-based irrigation network system using GIS tools. For the network modeling, a typical agricultural watershed included reservoirs, irrigation and drainage canals, pumping stations was selected. ArcHydro tools composed of edge, junction, waterbody and watershed were used to construct hydro-network. ArcHydro Model was then designed and the network was successfully built using the HydroID. Visualization using ArcHydro tools could display table property of each object. ArcHydro Model was linked to Agricultural Water Demamd and Supply Estimation System (AWDS) which developed by Korea Rural Community and Agriculture Corporation (KRC) to extract information of the study area. And menu of supply facilities information, demand analysis and supply analysis constructed for information acquisition and visualization of acquired informations.

• 설비공학논문집
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• 제21권10호
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• pp.537-544
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• 2009

On account of the technological development, intelligent building is on increasing where the artificial regulation on indoor environment is possible, thence the concern about those facilities such as water-supply facility, water-heater and drainage facility has becomes higher. However, due to diversification and complicated system of the facility-equipments, the noise generating from such facility equipment is gradually becoming a problem, and since especially equipment noises arising at the machine room frequently infringe into the resident's pleasant living environment with the complex types of an air-borne sound and a structure-borne sound, it is becoming the civil complaint. On such viewpoint, this Study ever observed the characteristics of noise generating from various facility-equipments in the building, and intended to evaluate the facility-noises by use of the valuation index such as PSIL, N, NC, NR. As result of, the facilities noise which happens in the machine room makes normal conversation very difficult due to high sound pressure level. Based on such data, this study is willing to present it as an essential material for establishment an efficient measure against the facility-noises arising at machine room hereafter.