• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.9
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• pp.64-72
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• 2020

DELAY M9 is an ammunition used in combination with the fuse M904 and M905 of aviation drop-off ammunitions. Due to the properties of the ammunition, the performance or safety of the ammunition cannot be verified until it is used, because of its one-time function, no reproduction and is finally destroyed at the same time. Long-term storage of ammunition in use by the army is inevitable due to its operational characteristics, and a test evaluation is required to maintain and verify the performance of stored ammunition for immediate use in case of emergency. This paper estimates the reliability and shelf life of the DELAY M9 ammunition by using the test data obtained through ASRP performed from the past to the present. The result of the performance evaluation test for the currently stored DELAY M9 ammunition is analyzed, and the reliability and shelf-life of the stored ammunition are assessed by examining the number of defects according to the storage time and production year. This research result can be used to manage the stored ammunition, such as ASRP planning and evaluation test, result analysis and munition state decision.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.19 no.2
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• pp.113-127
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• 2007

In this study, a model to calculate the expected total construction cost is developed that simultaneously considers the rehabilitation cost related to the sliding of the caisson, the economic damage cost due to harbor shutdown in the event of excessive caisson sliding, and the economic damage cost due to temporal operational stoppage by excessive wave overtopping. A discount rate is used to convert the damage costs occurred at different times to the present value. The optimal cross-section of a caisson is defined as the cross-section that requires a minimum expected total construction cost within the allowable limit for the expected sliding distance of the caisson during the lifetime of the breakwater. Two values are used for the allowable limit: 0.3 and 0.1 m. It was found that the economic damage cost due to harbor shutdown by excessive caisson sliding is more critical than the rehabilitation cost of the caisson or the economic damage cost by excessive wave overtopping in the decision of the optimal cross-section. In addition, the optimal cross-section of the caisson was shown to be determined by the allowable limit for the expected sliding distance rather than the minimum expected total construction cost as a larger value is used for the threshold sliding distance of the caisson for harbor shutdown.

• Tunnel and Underground Space
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• v.29 no.6
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• pp.407-424
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• 2019

To prevent possible accidents by surface subsidence, backfilling operation is known to be one of the most effective methods for ensuring the long-term ground stability because it can eliminate fundamentally the origin of underground mine opening collapse. Also, for effective backfilling of underground mine opening, it is necessary to keep monitoring of backfilled mine opening for analyzing several factors such as filling effect with change of backfill material and characteristics of backfill material. Therefore, in this study, a monitoring system which consists of measuring device and software program has developed to examine the performance of backfilling operation and verify to field applicability to underground mine. Sensors for measuring device have been selected through study of recent research papers and mock-up test has been performed to verify the system compliance. Also, monitoring result of the mock-up test compared to case studies in some countries. From monitoring result fo the mock-up test compared to case studies in some countries, consequently, it was concluded that the developed real-time monitoring system had ensured filed applicability in the underground mine.

• Journal of Hospice and Palliative Care
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• v.20 no.1
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• pp.8-17
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• 2017

Globally, efforts are being made to develop and strengthen a palliative care policy to support a comprehensive healthcare system. Korea has implemented a hospice and palliative care (HPC) policy as part of a cancer policy under the 10 year plan to conquer cancer and a comprehensive measure for national cancer management. A legal ground for the HPC policy was laid by the Cancer Control Act passed in 2003. Currently in the process is legislation of a law on the decision for life-sustaining treatment for HPC and terminally-ill patients. The relevant law has expanded the policy-affected disease group from terminal cancer to cancer, human immunodeficiency virus/acquired immune deficiency syndrome, chronic obstructive pulmonary disease and chronic liver disease/liver cirrhosis. Since 2015, the National Health Insurance (NHI) scheme reimburses for HPC with a combination of the daily fixed sum and the fee for service systems. By the provision type, the HPC is classified into hospitalization, consultation, and home-based treatment. Also in place is the system that designates, evaluates and supports facilities specializing in HPC, and such facilities are funded by the NHI fund and government subsidy. Also needed along with the legal system are consensus reached by people affected by the policy and more realistic fee levels for HPC. The public and private domains should also cooperate to set HPC standards, train professional caregivers, control quality and establish an evaluation system. A stable funding system should be prepared by utilizing the long-term care insurance fund and hospice care fund.

• Tunnel and Underground Space
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• v.30 no.4
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• pp.306-319
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• 2020

Characterizations of Excavation Damage Zone (EDZ), which is hydro-mechanical degrading the host rock, are the important issues on the geological repository for the spent nuclear fuel. In the DECOVALEX 2019 project, Task G aimed to model the fractured rock numerically, describe the hydro-mechanical behavior of EDZ, and predict the change of the hydraulic factor during the lifetime of the geological repository. Task G prepared two-dimensional fractured rock model to compare the characteristics of each simulation tools in Work Package 1, validated the extended three-dimensional model using the TAS04 in-situ interference tests from Äspö Hard Rock Laboratory in Work Package 2, and applied the thermal and glacial loads to monitor the long-term hydro-mechanical response on the fractured rock in Work Package 3. Each modelling team adopted both Finite Element Method (FEM) and Discrete Element Method (DEM) to simulate the hydro-mechanical behavior of the fracture rock, and added the various approaches to describe the EDZ and fracture geometry which are appropriate to each simulation method. Therefore, this research can introduce a variety of numerical approaches and considerations to model the geological repository for the spent nuclear fuel in the crystalline fractured rock.

• Journal of Korean Society on Water Environment
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• v.33 no.6
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• pp.715-721
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• 2017

Tree box filters, an example of bioretention systems, were compacted and versatile urban stormwater low impact development technique which allowed volume and water quality treatment performance to be adjusted based on the hydrologic, runoff quality and catchment characteristics. In this study, the overall performance of a 6 year-old tree box filter receiving parking lot stormwater runoff was evaluated. Hydrologic and hydraulic factors affecting the treatment performance of the tree box filter were also identified and investigated. Based on the results, the increase in rainfall depth caused a decrease in hydrologic and hydraulic performance of the tree box filter including volume, average flow, and peak flow reduction (r = -0.53 to -0.59; p<0.01). TSS, organics, nutrients, and total and soluble heavy metals constituents were significantly reduced by the system through media filtration, adsorption, infiltration, and evapotranspiration mechanisms employed in the tree box filter (p<0.001). This significant pollutant reduction by the tree box filter was also found to have been caused by hydrologic and hydraulic factors including volume, average flow, peak flow, hydraulic retention time (HRT) and runoff duration. These findings were especially useful in applying similarly designed tree box filter by considering tree box filter surface area to catchment area of less than 1 %.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.2079-2083
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• 2007

하구둑은 해수의 역류에 의한 염수침입을 방지하고 유역에 필요한 담수를 확보하기위하여 건설되며, 하구둑에 의하여 하천의 하구에 담수호가 생성된다. 하구담수호에 의해 기존에 염해로 취수할 수 없었던 하천구간에서의 취수가 가능하게 되며, 하구담수호를 일정한 수위로 관리함으로써 상당량의 농업용수를 확보할 수 있다. 이와 관련하여 하구담수호에 의하여 확보되는 수자원량에 대해 설계 당시의 분석 자료들이 있기는 하지만, 대부분 연 총량의 형태로 나타나 있으며, 수리권과 관련하여 하구둑에 의하여 추가적으로 확보되는 수리권 가용수량이 얼마인지에 대한 분석은 거의 없다. 그것은 하구둑의 방류량이 댐의 방류량과는 달라서 조석의 영향을 매우 크게 받기 때문에 단순한 물수지 분석으로 이를 모의하기 힘들기 때문이다. 게다가 1일 2회의 조석이 발생하므로 1일단위의 물수지 분석은 어려운 현실이다. 그럼에도 불구하고 하구둑에서 많은 양의 농업용수 취수가 이루어지고 있다. 과연 얼마정도의 양이 수리권으로서의 역할을 할 수 있는지 모르고 임의적인 허가가 계속 부여될 경우, 갈수 시 용수공급의 안정성을 확보할 수 없게 될 것이다. 따라서 안정적인 용수의 공급을 위한 적절한 수리권 가용수량에 대한 추정 필요하다. 이에 본 연구에서는 영산강하구둑의 실시간 운영을 위하여 고 등(2004)이 개발한 "영산강하구 둑 물관리 프로그램"의 기본적인 조위의 예측과 배수갑문의 방류량 산정기법 등과 수자원장기종 합계획(2006) 수립 시에 사용된 장기간의 일자연유량을 이용하여 하구둑의 수리권 가용수량 추정 모형을 개발하고, 이를 영산강 하구둑에 의해 생성된 영산호에 적용함으로써 영산호에 의해 증가되는 수리권 가용수량에 대해 고찰하여 보았다., 그리고 T-P $77.7{\sim}96.6%$(평균 94.3%)로 산정되었다. 이러한 결과는 대청호로 유입하는 유기물과 영양염류 연간 부하량의 80% 이상이 강우-유출과 함께 유입하는 것을 의미하며, 저수지 수질관리를 위해서는 유역차원의 비점오염원 관리가 시급함을 시사한다.하기 위해, 수렴흐름 추적자시험에 의한 종분산지수와 시험대수층의 평균선형유속을 이용하여 종분산계수를 구하였다. 현장에서 수행된 양수시험에 의한 평균선형유속 22.44 m/day와 평균 종분산지수 0.4155 m를 적용하여 산정된 종분산계수는 $9.32\;m^2/day$이었다. 따라서, 시험부지 내 충적층에서 일정한 양수율$(2,500\;m^3/day)$로 지하수를 개발할 시에 양수정 주변지역으로 유입되는 염소이온의 확산면적은 1일 $9.32\;m^2$ 정도일 것으로 나타났다.적인 $OH{\cdot}$ 의 생성은 ascorbate가 조직손상에 관여할 가능성을 시사하였다.었다. 정확한 예측치를 얻기 위하여 불균질 조직이 조사야에 포함되는 경우 보정이 요구되며, 골반의 경우 골 조직의 보정이 중요한 요인임을 알 수 있었다. 이를 위하여 불균질 조직에 대한 정확한 정보가 요구되며, 이는 CT 영상을 이용하는 것이 크게 도움이 되리라 생각된다.전시 슬러지층과 상등액의 온도차를 측정하여 대사열량의 발생량을 측정하고 슬러지의 활성을 측정할 수 있는 방법을 개발하였다.enin과 Rhaponticin의 작용(作用)에 의(依)한 것이며, 이는 한의학(韓醫學) 방제(方劑) 원리(原理)인 군신좌사(君臣佐使) 이론(理論)에서 군약(君藥)이 주증(主症)에 주(

• Journal of Korea Water Resources Association
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• v.48 no.12
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• pp.981-993
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• 2015

The analysis of hydrologic time series data is crucial for the effective management of water resources. Therefore, it has been widely used for the long-term forecasting of hydrologic variables. In tradition, time series analysis has been used to predict a time series without considering exogenous variables. However, many studies using decomposition have been widely carried out with the assumption that one data series could be mixed with several frequent factors. In this study, the empirical mode decomposition method was performed for decomposing a hydrologic time series data into several components, and each component was applied to the time series models, autoregressive moving average (ARMA). After constructing the time series models, the forecasting values are added to compare the results with traditional time series model. Finally, the forecasted estimates from ARMA model with empirical mode decomposition method showed better performance than sole traditional ARMA model indicated from comparing the root mean square errors of the two methods.

• Land and Housing Review
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• v.3 no.4
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• pp.333-341
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• 2012

The financial resources for public land banking enacted by Public Land Banking Act (2009) are LH (Korea Land and Housing Corporation) contributions, LH Bond, Land Bank revenues, etc. But, in real, the efficient funding resource is mainly LH bond. In these days, LH has experienced deep financial distress, and difficulties in issuing it's bond. Therefore, Land Banking project also has been inactivated because of poor financial resources. As Land Banking project depending its financial resources mainly on LH Bond does not have financial sustainability, it is necessary to reform the fundamental funding structure. This is the starting point for the topic of this paper. This paper suggests to reform the funding structure, and to introduce Land Bank Bond guaranteed by Government, and also to modify the accounting method of Land Bank to separate the Land Bank accounts with LH accounts. The funding structure reform can be summarized as follows; In early stage of the Land Banking project, sufficient government support by guaranteeing the Land Bank Bond is necessary. Gradually, the portion of LH's contribution can be increased in company with LH's financial distress being solved and administration being normalized. When the project reached on the stage of maturity, cash inflows by selling the reserved land can exceed the cash outflows for reserve new land. To introduce the Land Bank Bond guaranteed by government, the Public Land Banking Act (2009) should be revised. Along with this, to modify the accounting method of Land Bank, the rule for public enterprise accounting system must be partially revised.

• Proceedings of the KAIS Fall Conference
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• 2009.05a
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• pp.339-342
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• 2009

본 연구는 대한민국건강도시협의회 회원도시 23개 자치단체 건강도시 추진 담당자에게 건강도시 추진현황 및 발전방향을 모색하기 위해 2007년 2월부터 2007년 12월 까지 대한민국건강도시협의회 회원 도시 담당자들에게 구조화된 설문지를 통해 건강도시 사업 일반현황, 건강도시 사업 기본현황, 건강도시 발전방향 등에 대하여 조사 분석 하였으며 모든 처리 방법은 SPSS 12.0 version 통계프로그램을 이용하였다. 본 연구의 결과는 다음과 같다. 1. 연구대상자의 지자체 일반현황은 23개자치단체중 도시형(47.8%), 농촌형(52.2%)이며, 가입년도별로는2004년(17.4%), 2005년(30.4%), 2006년(26.1%), 2007년(26.1%)로 나타났다. 2. 건강도시 사업추진현황을 보면, 장기계획수립(43.4%), 생활터접근(69.5%), 민정보제공(78.2%), 협력대학(82.6%), 부서협력잘됨(34.7%), 네트워크적극참여(34.7%), 세미나실시(47.8%)로 나타났다. 3. 건강도시 발전방향 으로는 추진 시 가장 어려운 점은 사업개발(39.0%), 우선순위로는 부서협력(30.4%), 핵심인물단체장(82.6%), 발전가능성지속발전(65.2%), 발전기여(86.9%), 시행주체국가주도(52.1%)로 나타났다. 4. 도시형태별 건강친화성 평가점수는 69점이하 도시형(8.60%), 70~79점농촌형(21.7%), 80~89점 도시형(26.0%), 농촌형(17.3%), 90정이상 도시형(13.0%), 농촌형(13.0%)로 나타났다. 5. 조직구성여부별 건강도시 기본현황 추진실태를 살펴보면, 조례제정여부 조직구성(100%), 미 구성(81.8%), 운영위원회 구성 조직구성(100%), 미 구성(54.5%), 프로파일작성 조직구성(100%), 미 구성(81.8%), 예산확보 조직구성(100%), 미 구성(81.8%)로 나타났다. 조직구성이 건강도시 사업추진에 많은 영향을 미치는 것으로 분석된다. 향후 건강도시 사업추진 시에는 건강도시를 추진하는 담당부서 구성이 가장 중요한 것으로 판단되며, 건강도시 사업추진은 먼저 시작한 도시가 건강친화성 평가 점수에서 높게 나타났다. 이에 따라 건강도시 사업은 일시적인 사업이 아닌 끊임없이 노력하는 도시가 되어야 하며, 건강도시 사업의 활성화를 위해서는 국가주도하에 실시하는 것이 절실히 필요 한 것으로 판단된다.