• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.270-270
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• 2021

안정적인 취수원의 역할을 할 수 있는 중·대규모의 하천이 없는 연안 및 산간지역의 경우 생활용수 등 각종 용수의 확보를 위하여 지하수자원을 활발히 이용하고 있다. 수문순환의 측면에서 대수층 내 지하수자원은 다양한 경로로 함양되는데, 주변에 물 교환이 활발히 발생하지 않는 연안 및 산간지역의 경우 지하수자원의 주된 함양원은 강수 형태로 내린 물이라고 볼 수 있다. 그러나 최근 전세계적으로 기후변화로 인한 강수패턴의 변화가 발생하고 있고, 특히 국내의 경우 연 총 강수량이 증가하나 무강우일수 및 무강우지속일수의 증가, 강우강도의 증가(기상청, 2018)와 토지이용특성 및 지표면 특성이 변화하면서 지표면 유출량이 증가함에 따라 수문순환의 불균형이 발생하고 있다. 이는 주된 취수원으로 지하수자원에 의존할 수 밖에 없는 연안 및 산간지역의 수자원 확보에 큰 위협이 될 수 있고, 미래 안정적인 수자원 확보가 어려운 상황에 직면할 수 있는 상태이다. 따라서 기존의 하천 위주의 유역 관리계획 수립에서 나아가 가뭄 발생 시 물 부족에 시달리고 있는 연안 및 산간지역의 수자원 관리 및 확보 계획 수립에 대한 요구가 증가하고 있다. 이에 본 연구에서는 안정적인 수자원 확보와 이를 위한 관리 계획의 사각지역에 놓여있는 국내 연안 및 산간지역의 수자원 관리 방안 수립을 위한 초석을 다지기 위하여, 연안 및 산간지역을 대상으로 지하수위 관리 취약성 평가 연구를 수행하였다. 연안 및 산간지역의 주된 취수원인 지하수자원의 주요 평가 인자로 지하수위를 선정하였고, 이에 영향을 미칠 수 있는 수문순환 요소와 인구, 토지이용 특성 등의 평가 인자를 선정하였다. 지표수-지하수 연계와 지역특성을 고려한 수자원 변동 특성을 분석하기 위하여 수문순환 요소간 상관관계를 기반으로 상호 영향성을 규명하였다. 또한 연구 지역의 시간적, 공간적 특성을 평가하기 위하여 공간특성 평가인자와 시간특성 평가 인자를 함께 고려하여 국내 연안 및 산간지역의 지하수위 관리 취약성 평가 연구를 수행하였다. 본 연구의 결과는 지하수자원에 의존할 수 밖에 없는 국내 연안 및 산간지역의 효율적인 수자원 관리 계획을 수립함에 있어 정량적 근거가 될 수 있을 것으로 기대한다.

• Proceedings of the KIPE Conference
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• 2019.07a
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• pp.121-123
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• 2019

본 논문에서는 실시간 시뮬레이터를 이용하여 DC 전력시스템의 모델링하고, Power Hardware-in-the-Loop (PHIL) 모의 테스트를 통해 DC 마이크로그리드에 적용 가능한 컨버터의 전력제어 알고리즘의 실효성을 검증하고자 한다. PHIL 모의시험 테스트 기법을 이용해 DC 마이크로그리드의 자율운전을 모사할 수 있는 Test-Bed를 제안하고자 한다. 이를 통해 부하 변화에 따른 운전 모드, 사고 상황 대처 알고리즘 등 DC 마이크로그리드에 연계된 전력변환장치의 전력제어 방법 및 실효성을 검증을 하고자 한다. 모의시험과 3 kW급 컨버터 시작품을 이용하여 제안하는 DC 마이크로그리드의 시험환경을 검증하고 전력제어 알고리즘의 신뢰성 및 안정성을 검증한다.

• Journal of Digital Convergence
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• v.10 no.7
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• pp.1-10
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• 2012

The purpose of this study is to present a stabilized supporting plan of the special high-school in Gwangju area. For this, It is to analysis the general present situation and explore the supporting plan in Gwangju area. Based on the findings, the study showed the future supporting plan and the current events of the special high-school in Gwangju area.

• Journal of Energy Engineering
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• v.25 no.2
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• pp.94-100
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• 2016

ESS(Energy Storage System) is an important source that keeps power supply stable and utilizes electricity efficiently. For example, ESS contributes to resolve power supply imbalance, stabilize new renewable energy output and regulate frequency. ESS is predicted to be expanded to 55.9GWh of installed capacity by 2023, which is 30 times more than that of 2014. To raise competitiveness of domestic ESS industry in this increasing world market, we have disseminated load-shift ESS for continuous power supply imbalance with FR ESS, and also necessity to secure domestic track record is required. However in case of FR ESS, utility of installing thermal power plant is generally generated within 5% range of rated capacity, so that scalability of domestic market is low without dramatic increase of thermal power plant. Necessity of load-shift ESS dissemination is also decreasing effected by surplus backup power securement policy, raising demand for new dissemination model. New dissemination model is promising for $CO_2$ reduction effect in spite of intermittent output. By stabilizing new renewable energy output in connection with new renewable energy, and regulating system input timing of new renewable energy generation rate, it is prospected model for 'post-2020' regime and energy industry. This research presents a policy alternatives of REC multiplier calculation method to induce investment after outlining PV-connected ESS charge/discharge mode to reduce GHG emission, This alternative is projected to utilize GHG emission reduction methodology for 'Post-2020' regime, big issue of new energy policy.

• Tunnel and Underground Space
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• v.21 no.5
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• pp.394-405
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• 2011

In this paper, we applied coupled non-isothermal, multiphase fluid flow and geomechanical numerical modeling using TOUGH-FLAC coupled analysis to study the complex thermodynamic and geomechanical performance of underground lined rock caverns (LRC) for compressed air energy storage (CAES). Mechanical stress in concrete linings as well as pressure and temperature within a storage cavern were examined during initial and long-term operation of the storage cavern for CAES. Our geomechanical analysis showed that effective stresses could decrease due to air penetration pressure, and tangential tensile stress could develop in the linings as a result of the air pressure exerted on the inner surface of the lining, which would result in tensile fracturing. According to the simulation in which the tensile tangential stresses resulted in radial cracks, increment of linings' permeability and air leakage though the linings, tensile fracturing occurred at the top and at the side wall of the cavern, and the permeability could increase to $5.0{\times}10^{-13}m^2$ from initially prescribed $10{\times}10^{-20}m^2$. However, this air leakage was minor (about 0.02% of the daily air injection rate) and did not significantly impact the overall storage pressure that was kept constant thanks to sufficiently air tight surrounding rocks, which supports the validity of the concrete-lined underground caverns for CAES.

• The Journal of Korea Institute of Information, Electronics, and Communication Technology
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• v.14 no.1
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• pp.56-69
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• 2021

In this paper, the PV system with a link to the commercial system needs some advantages like small capacity, high power factor, high reliability, low harmonic output, maximum power operation of solar cell, and low cost, etc. as well as the properties of inverter. To transfer the PV energy of photovoltaic power generation system to the system and load, it requires PCS in both directions. The purpose of this paper is to confirm the stable power supply through the load leveling by presenting the PCS considering ESS of photovoltaic power generation. In order to achieve these purpose, 5 step process of operation mode algorithm were used according to the solar insolation amount and load capacity and the controller for charging/ discharging control was designed. For bidirectional and effective energy transfer, the bidirectional converter and battery at DC-link stage were connected and the DC-link voltage and inverter output voltage through the interactive inverter were controlled. In order to prove the validity of the suggested system, the simulation using PSIM was performed and were reviewed for its validity and stability. The 3[kW] PCS was manufactured and its test was conducted in order to check this situation. In addition, the system characteristics suggested through the test results was verified and the PCS system presented in this study was excellent and stronger than that of before system.

• Journal of Digital Convergence
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• v.11 no.2
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• pp.257-262
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• 2013

In mobile market which has been developed drastically, short distance mobile Near Field Communication is becoming the conversation topic. Google adopted this NFC technology to Android 플랫폼 for securing the leadership and many another countries including domestic companies are putting spurs to develop service and technology by connecting mobile carrier and the financial. Within this circumstance, most noticeable issue is securing stability of nfc application service. Android 플랫폼 is operating system of mobile device and also a software stack which is required limited hardware and immediate response. However, since its structural characteristic which is suitable for limited hardware, the response is not quite stable for real time process. That is, this paper researches by analyzing real time response of NFC related library provided from Android 플랫폼 and applying the result to NFC application for securing stable data process and response.

• Tunnel and Underground Space
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• v.33 no.4
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• pp.255-264
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• 2023

As the demand for urban underground space increases recently, urban tunnel planning is actively progressing. In the urban area, a underground station is planned in consideration of the living environment of residents, and 2-arch tunnel is applied for the stability of existing structures and reduction of environmental damage. However, since the depth of weak rock mass is deeply distributed in the urban area due to severe weathering, careful planning is required to secure tunnel stability. In addition, if TBM mechanical excavation is applied as the main tunnel excavation method considering the composite ground in urban area, the construction connectivity with the 2-arch tunnel of the NATM concept may be deteriorated. In this study, the design case of applying TBM pre-excavation type 2-arch tunnel for the first time in Korea was mainly described. The main considerations for the segment design of TBM pre-excavation type 2-arch tunnel were explained for side tunnels. Also, a stability analysis was conducted to verify the effectiveness and adequacy of the TBM pre-excavation type 2-arch tunnel.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.1
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• pp.137-147
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• 2013

It is essential to understand the hydraulic characteristics of rivers for increasing flood-control capacity and operating hydraulic structures efficiently. Multi-dimensional models can be the proper measures to obtain the detailed information on the hydraulic characteristics of rivers. But huge amount of data and time-consuming work have been the obstacle for applying multi-dimensional models. In this study, simulation technique with multi-dimensional model(EFDC), coupled with COSFIM and FLDWAV, has been developed and applied to the real river system for verification. Developed technique can offers spatial and grid unit information as well as line and section unit information from 1-D modeling. It is considered that the coupling simulation technique can provide useful hydraulic information for river management and treatment.

• Journal of Korea Water Resources Association
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• v.55 no.12
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• pp.1031-1039
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• 2022

As one of the hydrological factors closely related to landslides, precipitation indirectly affects slope stability by generating external forces. Groundwater level fluctuations have attracted more attention lately as factors that directly affect slope stability have become more prominent. Therefore, this study attempted to analyze the relationship between variables through changes in precipitation, groundwater levels, and land displacement. A time series-based analysis was conducted using satellite-based precipitation and point-based groundwater levels in conjunction with the PSInSAR technique to simulate land displacement in urban and mountainous areas. There was a sharp rise in groundwater levels in both urban and mountain areas during heavy rainfall, and a continuous decrease in urban areas when rainfall was low. 6 mm of displacements was observed in the mountainous area as a results of soil outflow from the topsoil layer, which was accompanied by an increased groundwater level. Meanwhile, different results were found in urban area. In response to the rise in groundwater level, the land displacement increases due to the expansion of soil skeletons, while the decrease seems to be attributed to anthropogenic influences. Overall, there was no consistent relationship between groundwater levels and land displacement, which appears to be caused by factors other than hydrological factors. Additional consideration of environmental factors could contribute to a deeper understanding of the relationship between the two factors.