• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1875-1878
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• 2009

최근 하천의 치수, 이수적인 기능뿐만 아니라 자연 친화적인 하천을 조성하려는 노력들을 많이 하고 있다. 하지만 복원사업을 위한 설계 및 평가 기준이 명확히 정립되지 못하여 치수안전성 및 하도안정성에 대한 평가가 이루어지지 못하고 있다. 따라서 복원 기법에 대한 복원 전, 중, 후의 모니터링을 통하여 복원 후의 하천 변화를 예측하고, 실제 사업 시행 후 장기간의 모니터링을 통해서 적용 기법이 안정화 되어가는지에 대한 평가가 반드시 필요하다. 이에 본 연구에서는 2001년에 시작하여 2006년 12월에 복원 사업이 완료된 오산천 하천환경 정비사업에 대한 수리학적 모니터링을 수행하여 복원 후에 대한 하천 변화를 살펴보았다. 오산천의 경우 정비사업에 따른 공사 전, 중, 후에 대한 모니터링이 과거에 수행되었지만 단기간의 모니터링이었기 때문에 하천의 안정화 과정을 확인하기에는 많이 부족하였다. 따라서 본 연구에서는 과거 모니터링 자료를 기초로 하여 하천복원의 목적에 부합하도록 하천이 적응관리 되고 있는지 여부를 확인하기 위해 수리학적 모니터링을 하였다. 수리학 적 모니터링은 과거 수리 수문 자료를 바탕으로 호안 변화에 따른 하상 및 하도 변화와 하천 구조물의 영향분석에 초점을 맞추어 수행하였다. 본 연구에서 검토된 사항을 바탕으로 향후 하천의 수리학적 모니터링을 위한 지표 마련에 도움이 될 것으로 기대된다.

• Journal of the Korean Society of Environmental Restoration Technology
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• v.7 no.6
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• pp.19-28
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• 2004

Segmental Retaining Wall(SRW) has been variously applying in Civil and Architecture construction. Recently, the application of environmental element in all type's structures came to essential requirement, and the construction cases of retaining wall using reinforced soil and block are more increased than the past. But, this trend more widely was spread environmental element as landscape work for the backside of reinforced retaining wall as well as block itself. New environmental block, Greenstone Block, developed to apply of this tendency. The retaining wall system using Greenstone can be environmental constructing at both block itself and backside of retaining wall. The material tests, the axial compressive strength test of block and bending test of fiber-pipe, exercised to design and construction of vertical SRW, which were satisfied NCMA standard. Through this procedure, Rewall (ver 1.0) was developed, which can be automation design of SRW including internal stability, external stability and local stability. And these can be considered setback of retaining wall, as well the examples of vertical retaining wall using block presented to satisfying the follows; strength of reinforced geotextile, height of retaining wall, surcharge, types of backfill and groundwater level etc. Many problems investigated on after or before of construction were due to local failure, insufficiency of bearing capacity and groundwater level. Especially, the local failure was many occurred to during compaction or after construction, and the cases of SRW construction is similar to the results of model test on vertical SRW.

• Asian Journal of Turfgrass Science
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• v.20 no.2
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• pp.253-264
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• 2006

It is a general trend that golf courses have been developed on mountain areas or in valleys due to economical or legal reasons in Korea. Therefore, most of golf courses have special landscape characteristics of brooks and ridge lines as well as peaks. Development of golf courses in the regions of intermediate valley significantly influences ecological factors such as biodiversity, hydrology, and biogeochemical cycles due to changes in original ecosystems of valleys, ridges, and peaks. This study developed a comprehensive framework to incorporate ecological principles and examples into the landscape planning and design process. The restoration system fur water environment may significantly minimize the ecological impacts from developing golf courses. Biotops and artificial damps have been applied to a golf course construction site in southern part of Korea, requiring a restoration of existing water ecosystem by the local EPA. The detailed drawings and water restoration plans were presented in this paper.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.19 no.2
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• pp.477-485
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• 2015

Most existing simulators for wireless sensor networks(WSNs) are modeling battery-based sensors and providing MAC and routing protocols designed for battery-based WSNs. However, recently, as energy harvesting sensor systems have been studied more extensively, there is an increasing need for appropriate simulators, but few related studies have employed such simulators. Unlike existing simulators, simulators for energy harvesting WSNs require a new energy model that is integrated with the energy-harvesting model, rechargeable battery model, and energy-consuming model. Additionally, it should enable the applications of the well-known MAC and routing protocols designed for energy-harvesting WSNs, as well as a user-friendly interface for convenience. In this work, we design and implement a user-friendly simulator for solar energy-harvesting WSNs.

• Journal of the Korean Society of Hazard Mitigation
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• v.11 no.3
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• pp.201-208
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• 2011

When designing a river, it is important to select the appropriate bank revetment methods, but there are no specific guidelines until now. Accordingly, it is important to prevent over-budgeting by deciding the suitability of the adopted bank revetment methods when designing a river. In this study, an assessment method was developed to assess the suitability of the adopted bank revetment methods when designing a river. By adopting this method to eight rivers, its validity was examined. Analytic Hierarchy Process (AHP) was used for the assessment, along with suitability index (SI) of the adopted bank revetment methods when designing a river. In order to select the best bank revetment methods, all environmental variables of the selected location have to be considered. Accordingly, to assess the designed bank revetment methods, all variables of the selected location have to be considered. The assessing items include hydraulic stability, environmental-ecological feasibility, economy, and amenity of the bank revetment. Each item includes four to five sub-items, and each sub-items reflect survey results on the locations. The assessment method was adopted and assessed for eight rivers, and bank revetments was designed to determine the SI. The result of this study is considered to be appropriate when assessing an eco-friendly bank revetment methods, and inappropriate designed bank revetments will guide future planners for selecting the most appropriate construction method.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.8 no.4
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• pp.853-860
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• 2007

In this modern era, human beings lead their life in complex environment where there are lots of parameters such as temperature, light, smell, sound, visual stimulus etc. that play important role for quality life. These parameters affect physical and mental behavior of a human being immensely. To ensure quality life the demand for quality products is always associated with human emotion and sensibility. Due to human sensibility and emotion involvement with quality life, the design stages of any kind of product must include some certain features related with emotion and sensibility. The cues for optimizing artificial environment are the physiological responses of human in that environment. The conventional approach of environmental physiology is to measure the relationship between environmental physical parameters and human psychological parameters under artificial conditions. Using that approach we tried to design an artificial environment for our daily lives and activities associated with both physiological and psychological behavior. We developed the technique to present the mock environment and software to measure and evaluate sensibility physiologically or psychologically and a simulator to measure and evaluate sensibility that can be utilized for large scale industrial production and design of environment. Simulator to measure and analyze human sensibility (SMAS) was constructed, which was utilized to estimate human sensibility and to simulate living and office environment.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.1383-1387
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• 2005

사면의 식생이 초기에는 강우에 의해서 표면흐름, 지하수위 증가, 지표수의 침윤에 의해서 성장이 될 수 있으나, 시간이 경과함에 따라 식생에 의한 사면의 안정성을 확보 하는 데에는 큰 영향을 미치지 못한다. 즉, 사면의 식생을 복우언시켜 식물근(뿌리)에 의해서 사면을 안정화 시키기 위해서는 사면의 위치, 고도 및 방향 등에 따라 적응할 수 있는 식물의 선택과 성장에 충분한 수분을 보습할 수 있는 구조의 사면계획과 구조물 설치가 필수적이다. 본 연구에서는 절$\cdot$성토면에서 경사면의 붕괴를 방지하고 식생을 복원하는 방법으로 Mattress Gabion을 제안하였다. 정형화되고 유연성 있는 다공성 Mattress 구조를 통한 식생의 복원은 사면의 안정과 환경친화적인 목적을 모두 만족할 수 있었다. 특히, Gabion 근고공이 설치된 이후에 공극이 큰 Mattress 구조물을 중심으로 식물의 뿌리를 지반에 직접 연결하거나, 식생 활착이 어려운 암반 절취 사면에서도 Mattress 옹벽을 통해서 식물이 양질의 흙에 직접 활착할 수 있도록 설계한 사면 Mattress의 경우는 사면의 안정성 증대와 아울러 지하수의 표면흐름과 투수 및 침윤에 의한 식물의 성장피해를 최소화하고 시간이 지날수록 식생에 의해서 Mattress Gabion 옹벽이 내구성과 유연성을 유지할 수 있었다.

• Clean Technology
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• v.4 no.1
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• pp.68-75
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• 1998

An innovative wafer drying system was developed using Isopropyl alcohol (IPA) and nitrogen carrier gas in order to replace the commercial conventional drying system which was a non-environmentally friendly system. This system was designed as following ; the IPA evaporation chamber and the process chamber were separated to increase drying efficiency, and the carrier gas with the IPA vapor was delivered into the process chamber. It was investigated that the IPA concentration was the most important factor to operate the system. The optimum concentration was found to be 2.4 ml IPA/N2 1. In addition, the optimum flow rate of the nitrogen gas were maintained more than 60 l/min.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2015.11a
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• pp.87-90
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• 2015

MPEG-2 TS(Transport Stream)는 DTV(Digital Television), IPTV(Internet Protocol Television), DMB(Digital Multimedia Broadcasting) 등 디지털 방송 분야에서 압축된 오디오 및 비디오 데이터를 다중화하는 데에 전 세계적으로 널리 사용되고 있다. MPEG-2 TS 표준이 제정된 것은 1990년대 초반으로서 20여 년이 지난 오늘날의 방송과 통신 환경에 적합하지 않은 부분이 많이 포함되어 있다. 이러한 상황을 고려하여, MPEG(Moving Picture Experts Group)에서는 2014년에 MPEG-2 TS를 대체하고자 차세대 멀티미디어 전송 표준으로서 MMT(MPEG Media Transport)를 표준화하였다. 특히 네트워크 환경의 발전에 따라, MMT 표준은 IP 친화적이고 여러 가지 다른 종류의 네트워크를 병용한 멀티미디어 전달이 쉽도록 설계되었다. 본 논문에서는 실시간 방송에 의해 수신되는 MPEG-2 TS로부터 실시간으로 MMTP(MMT Protocol) 스트림을 생성하여 UDP/IP로 유무선 인터넷을 통해 멀티미디어 스트리밍 서비스를 제공하는 시스템을 구현하였다. 이를 위해 MPEG-2 TS 실시간 변환 기능을 갖춘 MMT 스트리밍 서버와 이로부터 서비스를 받을 수 있는 MMT 클라이언트를 구현하고 그 동작을 실험을 통해 검증하였다.

• Journal of the Korean Society of Hazard Mitigation
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• v.6 no.2 s.21
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• pp.9-15
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• 2006

Structures of Civil Engineering have been designed with a safety as their main purpose. However recently, the greenness side of the technology of civil engineering regarded as most Important and also utility values and stability of the structures. Also developments in the technology make materials to be higher strength and they shortened scales and stiffness of the structural members. This means that it brings an immoderate deflection and vibration of bridge structures simultaneously. Accordingly, this study ai ed to find and estimate the most idealized structure models on the effects of the deflection and vibration of bridges from the traffic lane load and human vibration - the main pass of bridge structures.