• 기술혁신학회지
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• 제7권3호
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• pp.555-580
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• 2004

We analyzed the effect of 6-month lagged number portability policy and introduction of common number among carriers on Korean mobile market. Our result shows that the policy change contributed to both the increase in number of mobile subscribers and decrease in dominant carrier's market share. We found that unified prefix among mobile operators is more effective than the lagged number portability policy. The carriers' profit, however, decreased a lot due to excessive marketing expenditure. We also estimated market shares of carriers up to year 2005 when full number portability policy is adopted. The results show that dominant carrier's monopolistic power will be recovered by the end of 2005 implying government's number policy itself cannot guarantee the effective competition in Korean mobile market.

• Nuclear Engineering and Technology
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• 제51권3호
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• pp.915-921
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• 2019

Radiation damage due to neutrons has been calculated in Ni-based alloys in Wolsong CANDU reactor environments. Two damage parameters are considered: displacement damage, and transmutation gas production. We used the SPECTER and SRIM computer codes in quantifying radiation damage. In addition, damage caused by Ni two-step reactions was considered. Estimations were made for the annulus spacers in a CANDU reactor that are located axially along a fuel channel and made of Inconel X-750. The calculation results indicate that the transmutation gas production from the Ni two-step reactions is predominant as the effective full power year increases. The displacement damage due to recoil atoms produced from Ni two-step reactions accounts for over 30% out of the total displacement damage.

• 대한기계학회논문집A
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• 제21권7호
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• pp.1089-1096
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• 1997

In this paper, Rancho Seco transient which is reported as a typical pressurized thermal shock event is postulated to be occuring in the Kori unit 1 plant, the oldest nuclear power plant in Korea. For the given material properties, transient history such as temperature and pressure, and postulated flaw, the stress distribution is obtained to calculate stress intensities for a wide range of assumed crack sizes. The stress intensities are compared with the fracture toughness, which is determined using the material properties and the distribution of the nil ductility transition temperature, to determine if cracking is expected to occur during the transient. The allowable operating year for the transient is determined and the evaluation results are discussed.

• 동서간호학연구지
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• 제20권1호
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• pp.29-36
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• 2014

Purpose: The purpose of this study is to identify relationships among work environment, job satisfaction and turnover intention of emergency department (ED) nurses. Methods: The survey was given to 220 ED nurses which are located in G metropolitan from May 1st to July 31st of 2012. The results were analyzed by descriptive statistics, t-test, ANOVA, pearson correlation coefficients and stepwise multiple regression using SPSS WIN 19.0 program. Results: The turnover intension according to the general characteristics of the subjects has significant difference between emergency room experience, current duty satisfaction, and turnover plan in 1 year. In the correlation between work environment, job satisfaction and turnover intention of the subjects, work environment and job satisfaction have positive correlation, job satisfaction and turnover intention either job satisfaction and turnover intention have a negative correlation. Factors influencing turnover intention are job satisfaction, career and current duty satisfaction, also the full explanatory power of the model was 24.4%. Conclusion: The results indicate factors that influence turnover intention are job satisfaction, career, and current job satisfaction. We hope these result help to provide effective intervention strategies for reducing ED nurses' turnover.

• 조명전기설비학회논문지
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• 제16권2호
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• pp.98-103
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• 2002

전력수요를 예측할 경우 가장 중요한 문제 중의 하나가 특수일 부하의 처리문제이다. 따라서 본 연구에서 길고(구정, 추석) 짧은(식목일, 현충일 등) 특수일 피크 부하를 신경회로망과 회귀모형을 이용하여 예측하는 방법을 제시한다. 신경회로망 모형의 특수일 부하 처리는 패턴 변환비를 이용하며, 4차의 직교 다항 회귀모형은 과거의 10년 (1985∼1994)간의 특수일 피크부하 자료를 이용하여 길고 짧은 특수일 부하를 예측한다. 특수일 피크 부하를 예측한 결과, 신경회로망 모형의 주간 평균 예측 오차율과 직교 다항 회귀모형의 예측 오차율을 분석한 결과 1∼2[%]대로 두 모형 모두 양호한 결과를 얻었다. 또한 4차의 직교 다항 회귀 모형의 수정결정계수 및 F 검정을 분석한 결과 구성한 예측 모형의 타당성을 확인하였다. 두 모형의 특수일 부하를 예측한 결과를 비교해 보면 긴 특수일 부하를 예측할 때는 패턴 변환비를 이용한 신경회로망 모형이 보다 더 효과적이었고, 짧은 특수일 부하를 예측할 경우에는 두 방법 모두 유효하였다.

• 청정기술
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• 제20권1호
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• pp.13-21
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• 2014

최근 도서지역 지하수의 염분증가로 인해 지하수가 점차 생활용수로 부적합해 짐에 따라 해수담수화의 필요성이 크게 대두되고 있다. 이러한 해수담수화를 수행하기 위해서는 많은 에너지 비용이 들어가는데, 최근 에너지가격의 상승으로 경제성 확보가 어려운 실정이다. 지열에너지를 활용한 연계형 플랜트가 문제를 해결하는 중요한 방법이 될 수 있다. 지열시스템은 지구 내부의 온도를 이용하는 방법으로서 항상 온도가 일정하며 24시간 활용할 수 있어 이용률이 높다는 장점이 있기 때문이다. 본 연구에서는 지열을 보조열원으로 활용한 진공 막 증류법 해수담수화 플랜트를 설계하고, 지열과 연계하지 않은 일반 진공 막 증류법 해수담수화 플랜트와 경제성 비교분석을 했다. 그 결과 할인율 5%일 경우 지열연계형이 $23,822,409 만큼 더 높은 순현재가치 값을 가지며, 운영기간 5.36년을 분기점으로 두 플랜트의 현금흐름이 역전되어 지열연계형 플랜트가 일반 진공 막 증류법 해수담수화 플랜트보다 더 큰 경제성을 갖는 결과를 얻었다. 또한 민감도 분석에서 주요 변수들간의 결과값 비교를 한 결과, 스팀이용비용의 변동폭이 가장 큰 영향을 미친 점에 비추어 스팀비용이 높은 지역일수록 지열에너지 연계형 플랜트가 경제적이고 효과적인 솔루션인 것으로 증명되었다.

• 기록학연구
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• 제34호
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• pp.3-28
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• 2012

2013년은 한국에서 새 대통령이 국정을 운영하는 첫해이다. 한국에서 대통령이 바뀐 새 정권이 들어서면 정치 경제 사회에 큰 변화를 가져왔다. 새 대통령의 지향점과 스타일에 따라 정부의 조직과 운영 방식도 많이 달라진다. 오늘날 공공기록관리체제는 정부가 효과적으로 정책을 수립하고 집행하기 위한 핵심적인 업무 수단이며 민주주의의 핵심적 도구이다. 현대 민주주의는 굿 거버넌스 기록관리에 기반한다. 공공기록의 충분하고 완전한 생산과 보다 자유로운 공공정보의 이용을 보장하고 확대함으로써 정부와 국민 간의 의사소통과 국민의 국정 참여와 감시가 가능해지며 나아질 수 있다. 현 정부에서는 국민과의 소통이 단절되고 국민의 국정참여가 크게 제한되었다. 또한 공공부문의 기록관리는 전 정부와는 달리 크게 중요시되지도 않았고 따라서 지속적으로 발전하지 못했다. 어떤 정부가 들어서든 간에, 2013년은 새로운 행정부가 다시금 기록관리의 의미와 중요성을 제대로 인식하여 그간 후퇴했거나 간과되었던 공공기록관리체제를 본 궤도에 올려놓아야 할 시점이다. 2013년의 공공기록관리체제에서 해결되고 성취해야 할 주요 기록관리 쟁점으로 다음 여섯 가지를 들 수 있다. 첫째, 전자기록물 관리의 기술적 제도적 확실성 보장과 2015년 전자기록 대량이관의 안정적 실현, 둘째, 굿 거버넌스에 기반한 독립적인 국가기록관리체계의 수립과 운영, 셋째, 공공기관 기록관체제의 혁신 넷째, 지방기록물관리기관의 설립, 다섯째, 민간기록관리에 대한 공공 차원의 지원과 진흥, 여섯째, 기록전문직의 배치 확대 및 기록전문가 역량 등의 표준화 등이다. 이 글에서는 위와 같은 쟁점을 정리하고 그간 한국의 기록전문가들이 분석한 결과와 도출한 정책적 방안을 제시하고자 한다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.237-237
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• 2015

The district of Marlborough has had more than its share of river management projects over the past 150 years, each one uniquely affecting the geomorphology and flood hazard of the Wairau Plains. A major early project was to block the Opawa distributary channel at Conders Bend. The Opawa distributary channel took a third and more of Wairau River floodwaters and was a major increasing threat to Blenheim. The blocking of the Opawa required the Wairau and Lower Wairau rivers to carry greater flood flows more often. Consequently the Lower Wairau River was breaking out of its stopbanks approximately every seven years. The idea of diverting flood waters at Tuamarina by providing a direct diversion to the sea through the beach ridges was conceptualised back around the 1920s however, limits on resources and machinery meant the mission of excavating this diversion didn't become feasible until the 1960s. In 1964 a 10 m wide pilot channel was cut from the sea to Tuamarina with an initial capacity of $700m^3/s$. It was expected that floods would eventually scour this 'Wairau Diversion' to its design channel width of 150 m. This did take many more years than initially thought but after approximately 50 years with a little mechanical assistance the Wairau Diversion reached an adequate capacity. Using the power of the river to erode the channel out to its design width and depth was a brilliant idea that saved many thousands of dollars in construction costs and it is somewhat ironic that it is that very same concept that is now being used to deal with the aggradation problem that the Wairau Diversion has caused. The introduction of the Wairau Diversion did provide some flood relief to the lower reaches of the river but unfortunately as the Diversion channel was eroding and enlarging the Lower Wairau River was aggrading and reducing in capacity due to its inability to pass its sediment load with reduced flood flows. It is estimated that approximately $2,000,000m^3$ of sediment was deposited on the bed of the Lower Wairau River in the time between the Diversion's introduction in 1964 and 2010, raising the Lower Wairau's bed upwards of 1.5m in some locations. A numerical morphological model (MIKE-11 ST) was used to assess a number of options which led to the decision and resource consent to construct an erodible (fuse plug) bank at the head of the Wairau Diversion to divert more frequent scouring-flows ($+400m^3/s$)down the Lower Wairau River. Full control gates were ruled out on the grounds of expense. The initial construction of the erodible bank followed in late 2009 with the bank's level at the fuse location set to overtop and begin washing out at a combined Wairau flow of $1,400m^3/s$ which avoids berm flooding in the Lower Wairau. In the three years since the erodible bank was first constructed the Wairau River has sustained 14 events with recorded flows at Tuamarina above $1,000m^3/s$ and three of events in excess of $2,500m^3/s$. These freshes and floods have resulted in washout and rebuild of the erodible bank eight times with a combined rebuild expenditure of $80,000. Marlborough District Council's Rivers & Drainage Department maintains a regular monitoring program for the bed of the Lower Wairau River, which consists of recurrently surveying a series of standard cross sections and estimating the mean bed level (MBL) at each section as well as an overall MBL change over time. A survey was carried out just prior to the installation of the erodible bank and another survey was carried out earlier this year. The results from this latest survey show for the first time since construction of the Wairau Diversion the Lower Wairau River is enlarging. It is estimated that the entire bed of the Lower Wairau has eroded down by an overall average of 60 mm since the introduction of the erodible bank which equates to a total volume of $260,000m^3$. At a cost of $$0.30/m^3$ this represents excellent value compared to mechanical dredging which would likely be in excess of $$10/m^3$. This confirms that the idea of using the river to enlarge the channel is again working for the Wairau River system and that in time nature's "excavator" will provide a channel capacity that will continue to meet design requirements.