• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.1476-1480
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• 2010

최근에 한반도에 발생한 강설은 국민생활의 교통장애와 같은 생활의 불편함뿐만 아니라 농축산업의 광범위한 피해를 발생시키고 있다. 이번 2010년 1월 서울에는 40년만에 최대 적설량을 기록하였고 교통 및 도시 기능이 마비되는 등의 피해가 발생하였다. 본 연구에서는 기상청 산하 61개 지점 최심신적설량을 이용하였으며, 최근 적설량의 확률빈도규모를 고려하여 빈도별 확률적설량을 산정하고 확률적설량도를 작성하였다. 확률분포형은 확률가중모멘트법(PWM)을 이용하였고 적정분포형으로는 Gamma 2변수를 선정하였으며, 과거 적설량 자료를 검토한바 2004년, 2005년의 최심신적설량 극값은 평균 300년 빈도, 이번 2010년 1월 서울은 약 200년, 인천, 수원, 이천은 약 50년, 춘천은 약 30년 빈도인 것으로 분석되었다. 이러한 연구 결과는 적설량에 따른 방재 기준의 개선방안 및 재설정 방향 제시에 기초자료로 활용될 수 있을 것이다.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.29 no.1
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• pp.57-67
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• 2000

최근 국민소득수준의 향상을 따라 여름철 전력 수요가 폭증하므로 전력안정 공급을 위한 특별 대책이 필요한 실정이고 환경적인 측면이나 수용가 입장에서 만족스러운 새로운 냉·난방, 전기 공급시스템의 개발·적용이 필요하다. 선진국의 경우, 소규모의 집단에너지 공급이 주류를 이루고 있으며 특히 소규모 열병합 발전시 생산되는 전기, 지역난방열 이외에 냉방에 필요한 냉수를 중앙열원에서 동빌딩을 중심으로하는 구역형 집단에너지 시스템(Community Energy Supply System)등 소규모지역 난냉방 공급방식이 활성화되어 있으므로, 우리나라에서도 냉방/난방/전기부하 패턴 및 하절기 피크부하 경감에 대한 기여도 등을 고려한 경제성있는 최적시스템 구성이 가능한지 검토할 필요가 있다. 소규모 집단에너지사업은 대규모 사업과는 달리 적정 수요예측이 가능하므로 효율적인 초기 투자가 이루어질 수 있으며, 상업용 및 사업용 빌딩 등을 중심으로 부하밀도가 높은 구역을 대상으로 하명서 해당 부하패턴에 적합한 효율적인 시스템의 구성을 통해 수익성이 확보된다면 국가 에너지절약 및 한전의 여름철 전력 피크부하 경감, 대기 환경공해 감소, 도심 도시미관 향상 등의 사업효과가 기대된다. 본문에서는 이러한 소규모 집단에너지시스템 개요 및 국내외 공급 현황, 국내 적용환경, 적용 가능에너지 검토 열원시스템의 기본방향 등에 대하여 언급하고자 한다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.5
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• pp.3270-3278
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• 2014

Many researches has been conducted as extreme rainfall in hydrology and extreme rainfall analysis is not proper for determination of CSOs treatment capacity. In this study, runoff is calculated by tranformation from rainfall to runoff according to Interevent Time Definition. The capacity of sewage treatment plant is designed by 3 times of DWF(Dry Weather Flow) and the efficiency of present sewage treatment plant is very low becauseat at present. Also, The sewage treatment plant can not control CSOs. In this research, the pollution load is calculated by EMC(Event Mean Concentration) and pollution concetration of total runoff is a standard deciding suitablility of present sewage treatment plant. Finally, CSOs treatment capacity is determinated considering pollution load.

• Journal of the Korean Society of Hazard Mitigation
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• v.9 no.3
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• pp.27-39
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• 2009

The 1st Incheon Rapid Transit Line opened in October, 1999. However, the current development plans for areas near stations do not involve plans for the both urban planning and transportation together. As the focus on only the aspect of installing a new transportation mode, the developments even make the problems such as reckless development and traffic congestion gets worse. It is required to analyse status of the current land uses and land use plans in the future and consider distribution of functions of the areas near stations and aims of development plans so as to harmonize the functions of each region in view of making balance in the whole city. The aims of developments of areas near stations has to focus on the study follows steps to find and suggest aims and strategies for the revitalization plan for areas near stations with considering the both transportation and land uses together. The plans for the areas near stations of the Incheon 1st Rapid Transit Line are analysed and then the features and rational strategies are derived. The impact is analysed as applying the development strategies derived from the step into the areas near the stations of Incheon 1st Rapid Transit line.

• Water for future
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• v.28 no.3
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• pp.159-173
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• 1995

This study is to develop the suitable hydrologic models for determination of the size and location of detention storage facilities to restrain stormwater runoff in urban areas. Fictitious areas of two levels are considered to seize the hydrologic response characteristics. A one-square-kilometer area is selected for the catchment level, and a 10-square-kilometer area consisting of 10 catchments is adapted at the watershed level as representative of urban drainage area. In this analysis, different rainfall frequencies, land uses, drainage patterns, basin shapes and detention storage policies are considered. Flow reduction effect of detention storage facilities is deduced from storage ratio and detention basin factor. A substantial saving in detention storage volumes is achieved when the detention storage is planned at the watershed level than the catchment level. For the application of real watersheds, two watersheds in Seoul metropolitan area-Jamshil 2, Seongnae 1-are selected on the basis of hydrologic response characteristics. Through the regression analysis between dimensionless detention storage volume, dimensionless upstream area ratio and reduction rate of storage ratio, the regression equations to determine the size and location of detention storage facilities are presented.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.29-29
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• 2022

기후변화로 인한 전지구 미래는 호우 및 가뭄 등 자연재해의 발생이 증가할 것으로 전망되고 있으며, 불투수율이 높은 도시의 경우 극한강우에 따른 유출량 증가할 것으로 전망된다. 환경부에서는 물순환 선도도시에서 유출량, 불투수면, 비점오염 등을 저감하기 위해 LID(Low Impact Development)를 도입하고 있다. 본 연구에서는 도심지 내 LID 기법 중 인공습지를 이용하여 용량변화에 따른 빗물 가용 수량을 정량적으로 분석하고자 하였다. 연구대상지의 면적은 444,081.5m²이며, 유출계수는 토지이용별 면적 및 토지이용별 기초 유출계수를 이용하여 평균유출계수 0.72를 적용하였다. 인공습지의 총 용량은 2,244.8m³이며, 강우 시 월류웨어로 유입되는 지표수를 집수매거로 빗물을 취수하는 방식으로 구축될 예정이다. 대상지의 계획취수량은 150m³/day이며, 70m³/day를 빗물로 취수하는 경우와 150m³/day를 빗물로 취수하는 경우 2가지 시나리오를 대상으로 최종 취수가능여부를 분석하였다. 연간 빗물 취수 가능한 인공습지 용량을 분석하고자 부산관측소 강우자료를 이용하였으며, 강수량이 많은 6월을 시작으로 취수 가능량을 산정하기 위해서 18.06.05 ~ 19.12.31(약 1년 6개월) 강우자료를 이용하였다. 또한, 장기분석을 위해 부산관측소의 2011년 ~ 2020년 자료를 활용하였으며, 총 강수일수는 979일로 총 강수량은 16,139.8 mm로 나타났다. 연간 빗물을 항시 취수하기 위해서는 70m³/day를 빗물로 취수하는 경우 2,357.0m³의 인공습지 용량이 요구되었으며, 150m³/day를 빗물로 취수하는 경우 5,567.8m³의 인공습지 용량이 요구되었다. 또한, 10년 강우에 의한 빗물 취수 특성 분석은 70m³/day를 빗물로 취수하는 경우만 고려하였다. 분석 결과 강우 시작일을 기준으로 58일 동안 빗물 취수가 불가능한 것으로 나타났으며, 2012년도 1일, 2017년도 32일, 2018년도 8일, 2019년도 13일 동안 취수가 불가능한 것으로 나타났다. 70 m³/day의 빗물을 취수하기 위해 인공습지는 4,356.5m³의 용량이 필요한 것으로 나타났다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.5D
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• pp.477-483
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• 2010

The existing mass transport system, with its limited capacity and the saturated road networks, has given cause for a new means of transport to be developed, and strong demands for such new means of transport are observed more than ever. However, the traffic authority is seeking a new transport system that focuses more on LRT(Light Rail Transit), a downsized version of the existing urban railroad, rather than one that is appropriate to solve the traffic problems. Moreover, local governments are experiencing difficulties in planning their own mass transportation(bus or urban railroad) as they have no specified criteria for selecting a mass transport system. Accordingly, there has been an increasingly loud voice that calls for criteria to determine which mass transport system befits each transportation corridor. This paper develops a mass-transport demand forecasting model based on the GIS Buffering analysis of each transportation corridor in the city, sets up the capacity for each mass transport system and presents the criteria for selecting an optimal mass transport system for each transportation corridor. It also presents a methodology that identifies necessary and sufficient conditions for selection and evaluation, since it is most important to select the optimal mass-transport system that can meet the demand by each mass-transportation corridor.

• Journal of Cadastre & Land InformatiX
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• v.47 no.1
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• pp.277-292
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• 2017

The development impact fee (DIF) zoning is a very beneficial public tool to provide the pre-planned urban infrastructures in those areas where significant urban sprawl had already taken place. In order to guarantee its benefit, however, it is required to designate the zone boundaries accurately and consistently. This study, in this context, tries to test the validity of the 50m-grid suggested in the official DIF manual, and to compare an alternative Hot Spot Analysis tool with the existing Spatial Aggregation method in configuring the zone boundaries. The results indicate that, unlike the case of population growth rate, current 50m grid size could not be much adequate in the case of using the development-permit increase rate to configure the primary DIF zones. Also, the optimal grid sizes seem to differ in the cases of Spatial Aggregation and Hot Spot Analysis. Further extended studies, in this regard, seem necessary to check the validity of the existing grid-size criteria as well as the boundary configuration methods.

• Journal of Korea Water Resources Association
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• v.50 no.2
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• pp.129-138
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• 2017

In this study, the hydraulic model test was performed for the 3 vertical inlets of the Shinwol rainwater storage & drainage system that Seoul City plans to install, and the control discharge value actually measured was analyzed comparing to the value obtained using the theoretical control discharge equation suggested by Yu and Lee (2009). In the results, it was 66~69% compared to the value obtained from theoretical equation showing that the control discharge value according to the theoretical equation is calculated excessively. The sensitivity analysis by design factor was performed using 3 models conducted in this study and 15 hydraulic experiment models conducted in existing research Yu and Lee (2009). The sensitivity analysis of control discharge equation was performed by dividing $Q_{cm}/Q_{cp}$ into 3 ranges. The suggested equation considered only the influence on the tangential intake structure design factor B, z, ${\beta}$, e/B, so ${\theta}$, L considered complex influence suggested equation needed to be more improved.

• Journal of Wetlands Research
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• v.15 no.1
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• pp.1-8
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• 2013

A pilot scale coagulation system, which has a function of physicochemical treatment, was developed to treat Combined sewer overflows(CSOs). This coagulation system requires evaluation of optimum design factors whether it has reflected those of lab scale system, moreover, the pilot scale system can be evaluated differently according to the characteristics of influent CSOs even though it has reflected lab scale's design factors. We conducted an experiment using lab scale system that could treat $1m^3$ of CSOs in a day, and also pilot-scale system with $100m^3/day$ CSOs flowed into the Cheongju sewage treatment plant. Therefore the aim of this study is to evaluate a hydraulic similarity between the design factors of pilot scale and those of lab scale coagulation system, and to evaluate feasibility of the coagulation system for the CSOs treatment with optimum operation conditions. From the result of pilot-test, we drew the optimum operation factors of in line mixer and flocculator having similarities with those of lab scale system as well as the optimum coagulant dose. Finally we confirmed that the coagulation system has feasibility to treat the CSOs with high removal efficiency.