• Title/Summary/Keyword: National Infrastructure

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Development Strategy on the Risk Rating Method for Nationwide Emerging IT Infrastructure (국가단위 신규 IT인프라의 위험도 등급화 기법 개발 방향 연구)

  • Kim, Sangkyun
    • Journal of Industrial Technology
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    • v.30 no.B
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    • pp.11-16
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    • 2010
  • To provide a development strategy on the method which assesses a potential risk of nationwide emerging IT infrastructure in planning and design phase, and to classify the assessment result into 5 levels is the goal of this research. The development strategy provided in this paper could improve a benefit-cost-ratio of investments on emerging IT infrastructure. With a premature assessment of the potential risks of a nationwide emerging IT infrastructure which needs astronomical amount of public funds, it could show a way of systematic investments on security systems and improve a benefit-cost-ratio of investments on emerging IT infrastructure. Also, this approach might improve the safety of nationwide IT infrastructure. It could identify and provide an optimized solution for the potential risks of nationwide IT infrastructure.

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A Study on Designing a Transfer Center as an Urban Park : With the Case of the Dobongsan Station P & R (복합환승센터의 도시 공원화 방안 연구 : 도봉산역 복합환승센터를 중심으로)

  • Lee, Sung Min;Jeong, Wook Ju
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.12 no.2
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    • pp.114-123
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    • 2009
  • The objective of the study is to discuss the public value which inevitably required in the relation between city and transportation infrastructure and to suggest a public space at a transfer center which is a new type of transportation infrastructure. There has been little discourse on the public value of existing transportation infrastructure in the field of landscape architecture. Through this study. re-think of urban infrastructure from landscape architectural point of view will be examined. Through this study, three main considerations will be reflected in designing a transfer center, First, in a broad context, possibility of landscape architectural access toward transportation infrastructure should be considered. Secondly, unique characteristics of the transfer center system will be reflected on design process. Lastly, by analysing the site context of Dobongsan station P&R, design issues will be emerged. Transportation infrastructure is a field of urban life where people gather, exchange and do diverse activities. Design of transfer center through landscape architectural approach will be a meaningful reaction to the needs of public space in the urban infrastructures.

Development of Collaboration Infrastructure to Promote R&D Collaboration (R&D 협업 촉진을 위한 통합협업 인프라의 개발)

  • Jang, Heejin;Lee, Kyoungmin;Kong, Jonguk;Jo, Jinyong
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.19 no.10
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    • pp.2429-2440
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    • 2015
  • This paper introduces an online collaboration infrastructure in order to build a nationwide collaboration ecosystem in research and education areas. The proposed infrastructure involves domestic research institutes, education institutions and related commercial service vendors. It also includes various systems and services which can promote their online collaboration. Especially it provides the user authentication framework based on identity federation which facilitates the share of various ICT resources across different organizations, thereby enabling the efficient R&D collaboration. We deploy and validate the user authentication framework of the infrastructure on KREONET.

Development of Urban Green Infrastructure by promoting Walkability (걷고 싶은 거리조성을 위한 도심녹지 확보 방안)

  • SaGong, Jung-Hee;Cho, Hyun-Ju;Lee, Hyun-Taek;Ra, Jung-Hwa
    • Current Research on Agriculture and Life Sciences
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    • v.27
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    • pp.59-67
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    • 2009
  • The purpose of this study is to propose the methodology for introducing green infrastructure that can improve the health of citizens by promoting walkability. The methodology is composed of the following three phases: classification of the types of green spaces, selection of core green spaces with two separate analyses, and introduction of the framework of green infrastructure to promote walkability. In the first phase, the classification of the types of green spaces was carried out in order to understand existing distribution pattern of green spaces in study site. In the second phase, walkable blocks were selected by such methods as walkability value. Through these two analyses, all the blocks were divided into three groups according to the ranking figured up the second analyses' results. The blocks in the first group, the group involved in the top 30% and having the greatest ranking, were defined as walkable blocks. In the last phase, a basic frame of the green infrastructure in study site was introduced by connecting the walkable blocks with using other blocks and the green spaces over 1ha. In case study, 28 important green spaces and 35 walkable blocks were selected through the two analysis process. Then, the basic framework of green infrastructure based on the selected 28 important green spaces and 35 walkable blocks was introduced. The methodology applied to this study can be used to get the best selections of the proper green infrastructure in accordance with the purpose of the ecological and recreational local development. In particular, this study will suggest a specific analysis model to use for the ecological and walkable urban planning with green spaces existing in the city.

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Fate and mass balance of pharmaceuticals of unit processes in a sewage treatment plant (하수처리시설 단위공정별 잔류의약물질 거동 및 물질수지 분석)

  • Park, Junwon;Kim, Changsoo;Lee, Wonseok;Lee, Soo-Hyung;Chung, Hyenmi;Jeong, Dong-Hwan
    • Journal of Korean Society of Water and Wastewater
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    • v.33 no.5
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    • pp.367-377
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    • 2019
  • In this study, the fate and removal of 15 pharmaceuticals (including stimulants, non-steroidal anti-inflammatory drugs, antibiotics, etc.) in unit processes of a sewage treatment plant (STP) were investigated. Mass loads of pharmaceuticals were 2,598 g/d in the influent, 2,745 g/d in the primary effluent, 143 g/d in the secondary effluent, and 134 g/d in the effluent. The mass loads were reduced by 95% in the biological treatment process, but total phosphorous treatment did not show a significant effect on the removal of most pharmaceuticals. Also, mass balance analysis was performed to evaluate removal characteristics of pharmaceuticals in the biological treatment process. Acetaminophen, caffeine, acetylsalicylic acid, cefradine, and naproxen were efficiently removed in the biological treatment process mainly due to biodegradation. Removal efficiencies of gemfibrozil, ofloxacin, and ciprofloxacin were not high, but their removal was related to sorption onto sludge. This study provides useful information on understanding removal characteristics of pharmaceuticals in unit processes in the STP.

Estimation of CN-based Infiltration and Baseflow for Effective Watershed Management (효과적인 유역관리를 위한 CN기법 기반의 침투량 산정 및 기저유출량 분석)

  • Kim, Heewon;Sin, Yeonju;Choi, Jungheon;Kang, Hyunwoo;Ryu, Jichul;Lim, Kyoungjae
    • Journal of Korean Society on Water Environment
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    • v.27 no.4
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    • pp.405-412
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    • 2011
  • Increased Non-permeable areas which have resulted from civilization reduce the volume of groundwater infiltration that is one of the important factors causing water shortage during a dry season. Thus, seeking the efficient method to analyze the volume of groundwater in accurate should be needed to solve water shortage problems. In this study, two different watersheds were selected and precipitation, soil group, and land use were surveyed in a particular year in order to figure out the accuracy of estimated infiltration recharge ratio compared to Web-based Hydrograph Analysis Tool (WHAT). The volume of groundwater was estimated considering Antecedent soil Moisture Condition (AMC) and Curve Number (CN) using Long Term Hydrologic Impact Assessment (L-THIA) model. The results of this study showed that in the case of Kyoung-an watershed, the volume of both infiltration and baseflow seperated from WHAT was 46.99% in 2006 and 33.68% in 2007 each and in Do-am watershed the volume of both infiltration and baseflow was 33.48% in 2004 and 23.65% in 2005 respectively. L-THIA requires only simple data (i.e., land uses, soils, and precipitation) to simulate the accurate volume of groundwater. Therefore, with convenient way of L-THIA, researchers can manage watershed more effectively than doing it with other models. L-THIA has limitations that it neglects the contributions of snowfall to precipitation. So, to estimate more accurate assessment of the long term hydrological impacts including groundwater with L-THIA, further researches about snowfall data in winter should be considered.

Two-Phase Approach for Data Quality Management for Slope Stability Monitoring (경사면의 안정성 모니터링 데이터의 품질관리를 위한 2 단계 접근방안)

  • Junhyuk Choi;Yongjin Kim;Junhwi Cho;Woocheol Jeong;Songhee Suk;Song Choi;Yongseong Kim;Bongjun Ji
    • Journal of the Korean Geosynthetics Society
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    • v.22 no.1
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    • pp.67-74
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    • 2023
  • In order to monitor the stability of slopes, research on data-based slope failure prediction and early warning is increasing. However, most papers overlook the quality of data. Poor data quality can cause problems such as false alarms. Therefore, this paper proposes a two-step hybrid approach consisting of rules and machine learning models for quality control of data collected from slopes. The rule-based has the advantage of high accuracy and intuitive interpretation, and the machine learning model has the advantage of being able to derive patterns that cannot be explicitly expressed. The hybrid approach was able to take both of these advantages. Through a case study, the performance of using the two methods alone and the case of using the hybrid approach was compared, and the hybrid method was judged to have high performance. Therefore, it is judged that using a hybrid method is more appropriate than using the two methods alone for data quality control.

A Methodology for Analysis of Community Infrastructure Supply Status (지역사회의 생활 인프라 공급현황 분석 방법론)

  • Yhee, Hayeon;Kim, Sungpyo;Kang, Sanghyeok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.41 no.3
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    • pp.267-276
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    • 2021
  • Community infrastructure contains national facilities that directly affect the quality of life of citizens. They need to be evenly supplied to every one of citizens. However, the services provided by infrastructure differ by region. In this paper, we propose a method to analyze the current status of the supply of community infrastructure consisting of accessibility and capacity. Accessibility can be evaluated by the time between residence blocks and facilities, which is an indicator of the convenience of citizens. Capacity is assessed by the area supplied for the local population, to assess whether facilities are being sufficiently supplied to the region. The method presented in this paper was applied on a case region to test the applicability. The analysis method of the supply status of community infrastructure in this study is considered to be used as a basic framework for regional supply plan of community infrastructure and urban planning.

A Study on Performance Evaluation of Infrastructure Safety and Maintenance (시설물 안전 및 유지관리 성과 평가에 관한 연구 - 시설물 안전등급 변화를 중심으로 -)

  • Kang, Sanghyeok;Choi, Seok In;Kim, Hwarang;Lee, Jeongseok
    • Korean Journal of Construction Engineering and Management
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    • v.17 no.2
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    • pp.80-89
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    • 2016
  • Recently, the paradigm shift of new construction into efficient operation and maintenance of infrastructure is seen. Also, concerns about infrastructure safety, especially the aged infrastructure, are on the increase. This study evaluates the current status of infrastructure safety and maintenance using data from 1994 to 2014 in Facility Management System operated by Korea Infrastructure Safety Corporation. Also, a quantitative analysis of safety performance of infrastructure is conducted to find out the enhancement of infrastructure safety in Korea. It was found that safety of facilities in Korea have been enhanced for the past decades. Improvement of safety performance of facilities is attributed to periodic safety inspection and repair and reinforcement. The result of the study can be used as a basic material for efficient and effective facility maintenance policies and strategies.

Optimization of Methane Yield in Anaerobic Digestion of Sewage Sludge with Microwave Pretreatment (극초단파 전처리를 적용한 하수슬러지 혐기성소화에서 메탄수율 최적화)

  • Park, WoonJi;Lee, GwanJae;Lee, DongJun;Lee, SeoRo;Choi, YuJin;Hong, JiYeong;Yang, DongSeok;Lim, KyoungJae
    • Journal of The Korean Society of Agricultural Engineers
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    • v.62 no.2
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    • pp.17-29
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    • 2020
  • The objective of this study was to find an optimum methane yield condition in anaerobic digestion of sewage sludge with microwave pretreatment. The pretreatment process was carried out using a lab scale industrial microwave unit (2,450 MHz frequency). The digestion efficiency of pretreated sludge was evaluated by biochemical methane potential (BMP) test. Box-Behnken design and Response Surface Analysis (RSA) were applied to determine the optimal combination of sludge mixing ratio (0 to 100%), power (400 to 1600 W), holding time (0 to 10 min) and pretreatment temperature (60 to 100℃). BMP test results showed that Volatile Solid (VS) removal efficiency was up to 48% at a condition of 0% for mixing ratio, 1600 W for power, 5 min for holding time, and 80℃ for pretreatment temperature. Methane production was up to 832.3 mL/g VSremoved at a condition of 50% for mixing ratio, 1000 W for power, 5 min for holding time, and 80℃ for pretreatment temperature. The results of the variance analysis (ANOVA) showed that the p-value of the power and pretreatment temperature among the independent variables were significant (p<0.05), and in particular, the pretreatment temperature significantly affected on the solubilization and methane production. The optimum condition for the maximum methane yield (847 mL/g VSremoved) was consist of 38.4% of mixing ratio, 909.1 W of power, 4.1 min of holding time, and 80℃ of temperature within the design boundaries.