• 한국해양공학회:학술대회논문집
• /
• 한국해양공학회 2003년도 추계학술대회 논문집
• /
• pp.213-219
• /
• 2003

As the 2-D hydraulic experimental results for the submerged rubble-mound structure, we have concerned with their stability/function characteristics of structures by the effects of wave force, scour/deposition at the toe and wave transmission ratio at the lee-side sea. And as to investigate the variation characteristics of wave transmission ratio which depended to a geometrical structure of the submerged breakwater profiles, the critical conditions for the depth of submergence and crest width obviously presented. In summary, there results lead us to the conclusions that the wave control capabilities of submerged breakwaters by the variation of the submergence depth is high about 4 time degrees at the efficiency than the that of crest width. The destruction of covering block at the crest generated at the region which located between maximum damage curve, it maximum damage/failure station from the toe of the structure were 0.2L. As the wave transmission coefficient and the slope of the structure increase, the damage/failure ratio and the maximum scour depth at the toe was extended, respectively. When maximum scour depth happened. The destruction of covering block which located at the toe generated at the front slope destruction. Finally, it was found from the results that the optimization of structure may be obtained by the efficiently decision of the submergence depth and crest width in the permissible range of wave transmission ratio.

• 한국수산과학회지
• /
• 제36권5호
• /
• pp.528-534
• /
• 2003

The 2-D hydraulic experimental results for the submerged rubble-mound structure, we have been concerned with the slability/function characteristics of the structures by the effects of wave force, scour/deposition at the toe and the wave transmission ratio at the lee-side sea. So, to investigate the variation characteristics of the wave transmission ratio which depended on a geometrical structure of the submerged breakwater profiles, the critical conditions for the depth of submergence and crest width were obviously presented. In summary, the results lead us to the conclusion that the wave control capabilities of submerged breakwaters by the variation of the submergence depth is higher than about 4 times the degree at the efficiency than the that of crest width. The destruction of the covering block at the crest generated at the region which was located between the maximum and minimum damage curve, and it's maximum damage/failure station from the toe of the structure was $0.2\;L_s.$ As the wave transmission coefficient and the slope of the structure increase, the damage/failure ratio and the maximum scour depth at the toe was extended, respectively. When the maximum scour depth happened, the destruction of the covering block which was located at the toe generated at the front of the submerged rubble-mound breakwater. Finally, it was found from the results that the optimization of the structure may be obtained by the efficient decision of the submergence depth and crest width in the permissible range of the wave transmission ratio.

• 한국수자원학회:학술대회논문집
• /
• 한국수자원학회 2021년도 학술발표회
• /
• pp.130-130
• /
• 2021

The increasing effect of urbanization has been more apparent through flooding and downstream water quality especially from heavy rainfalls. In response, stormwater runoff management solutions have focused on runoff volume reduction and treatment through infiltration. However, there are areas with low infiltration soils or are experiencing more dry days and even drought. In this study, a lab-scale infiltration system was used to compare the applicability of two types of soil as base layer in gravel-filled infiltration systems with emphasis on runoff capture and suspended solids removal. The two types of soils used were sandy soil representing a high infiltration system and clayey soil representing a low infiltration system. Findings showed that infiltration rates increased with the water depth above the gravel-soil interface indicating that the available depth for water storage affects this parameter. Runoff capture in the high infiltration system is more affected by rainfall depth and inflow rates as compared to that in the low infiltration system. Based on runoff capture and pollutant removal analysis, a media depth of at least 0.4 m for high infiltration systems and 1 m for low infiltration systems is required to capture and treat a 10-mm rainfall in Korea. A maximum infiltration rate of 200 mm/h was also found to be ideal to provide enough retention time for pollutant removal. Moreover, it was revealed that low infiltration systems are more susceptible to horizontal flows and that the length of the structure may be more critical that the depth in this condition.

• 지질공학
• /
• 제22권2호
• /
• pp.233-241
• /
• 2012

이 연구의 목적은 현장의 지중열교환기에서 조건별 지중열전도도, 유속, 유량 및 파이프관내 압력을 측정하고, 이들 시험자료들을 분석하여 지열응용의 효율성을 평가하는데 있다. 규정에 따라 현장측정 장비를 설치한 후 3가지 다른 경우에서 각각 열전도도를 얻었다. 2차와 3차 경우의 결과를 바탕으로, 동일한 암반 지중하에서 다른 깊이(506 m, 151 m), 다른 파이프관경(65 mm, 30 mm)별 얻어진 열전도도는 각각 k=2.9, k=2.8로 크게 차이가 나지 않았다. 4차 경우는 2차 경우와 같은 조건의 심도 지중하에서도 이중관일 경우에는 열전도도가 k=2.5로 크게 차이 나지 않았다. 이러한 결과는 지열이용 시, 같은 지질일 경우 깊이가 중요한 변수가 될 수 있음을 보여 주고 있다. 또한 이 시험에서 얻은 물의 유속과 물의 유량 측정값 및 열전도도를 시뮬레이션 분석한 결과, 지열시스템의 운영 시 심도 506 m 지열공 한개가 심도 151 m 지열공 3개 운영보다 더 경제적임이 확인되었다. 비슷한 지중열전도도 환경에서 0.8 m/sec로 같은 유속일 경우 약 4배의 유량($9.3{\sim}9.8m^3/d$, $2.3{\sim}2.5m^3/d$)의 차이를 보였다. 특히 대도시 건물 밀집형 지대 또는 지가가 비싸서 간접비가 많이 발생하는 대도시 지역에서는 훨씬 더 경제적일 것으로 판단된다.

• 임상간호연구
• /
• 제27권3호
• /
• pp.279-293
• /
• 2021

Purpose: The purpose of this study was to develop a Korean nursing work environment scale for critical care nurses (KNWES-CCN) and verify its validity and reliability. Methods: A total of 46 preliminary items were selected using content validity analysis of experts on 64 candidate items derived through literature reviews and in-depth interviews with critical care nurses. 535 critical care nurses from 21 hospitals responded to the preliminary questionnaire from February to March 2021. The collected data were analysed using construct, convergent and discriminant validities, and internal consistency and test-retest reliability. Results: The 23 items in 4 factors accounted for 55.6% of the total variance were identified through item analysis and exploratory factor analysis (EFA). EFA was performed with maximum likelihood method including direct oblimin method. In the confirmatory factor analysis, KNWES-CCN consisted of 21 items in 4 factors by deleting the items that were not meet the condition that the factor loading over .50 or the squared multiple correlation over .30. This model was considered to be suitable because it satisfied the fit index and acceptable criteria of the model [𝒳²=440.47 (p<.001), CMIN/DF=2.41, GFI=.86, SRMR=.06, RMSEA=.07, TLI=.90, CFI=.91]. The item total correlation values ranged form .32 to .73 and its internal consistency was Cronbach's α=.92. The reliability of the test-retest correlation coefficient was .72 and the intra-class correlation coefficient was .83. Conclusion: The KNWES-CCN showed good validity and reliability. Therefore, it is expected that the use of this scale would measure and improve nursing work environment for critical care nurses in Korea.

• Ecology and Resilient Infrastructure
• /
• 제10권4호
• /
• pp.258-265
• /
• 2023

대부분의 어류가 생존을 위해 회유 또는 이동하는 특성이 있음에도 불구하고 국내에 설치된 어도는 평상시에 고유속과 저수심의 흐름이 발생할 수 있어 어류의 이동에 장애가 되고 있는 실정이다. 또한 어도에 관한 국내 설계기준상 국내 하천에 서식하는 다양한 어종별 유영특성을 고려하지 못하는 한계가 있다. 따라서 어도의 기능을 확보하기 위한 설계기준의 마련이 필요하며, 이를 위해 국내 회유성 어종의 유영특성과 어도의 수리특성에 대한 연구가 필요하다. 이에 본 연구에서는 붕어를 대상으로 증진유속방법과 고정유속방법을 수행하여 가능한 객관적인 어류의 유영특성을 분석하고 한계유영유속을 제시하였다. 증진유속방법 실험을 수행한 결과 붕어는 0.7 m/s ~ 0.8 m/s로 하는 것이 바람직한 것으로 확인되었다. 고정유속방법 실험을 수행한 결과 붕어의 경우는 0.8 m/s 정도로 확인되었다. 따라서 두 실험 방법을 종합적으로 분석한 결과 어도설계를 위한 한계유영유속을 결정하면 붕어의 경우는 약 0.8 m/s로 판단된다. 향후 다양한 회유성 어종에 대해 유영특성의 실험적 연구를 수행하여 어도설계를 위한 대상어종별 유영특성을 고려한 어도설계기준 마련이 필요하다.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2001년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2001
• /
• pp.28-35
• /
• 2001

Liquefaction potential on the specific site of nuclear power plant is analyzed and reviewed. The layered site fur this study consists of silt and sand. Based on the limited available soil data, maximum shear strength at critical locations using Seed & Idriss method and computer program SHAKE is calculated, and liquefaction potential is reviewed. Seismic input motion used fur the assessment of liquefaction is the artificial time history compatible with the US NRC regulatory Guider .60. Assessment results of the liquefaction are validated by analyzing to the other typical soil fecundations which can show the effects of foundation depth and soil data.

• 한국윤활학회:학술대회논문집
• /
• 한국윤활학회 2001년도 제34회 추계학술대회 개최
• /
• pp.356-363
• /
• 2001

Piston seal is a device designed to prevent leakage in split connecctions or between relatively moving part. Contact force, critical pressure at which extrusion occurs, leakage rate, fluid film thickness and friction force have been analyzed for some design parameter such as clearance between cylinder wall piston, depth of rectangular groove and pressure of sealed hydraulic fluid. In this paper, we analyze displacement and stress of Wearing by finite element analysis to understand Contact Behaviour Characters.

• 한국어업기술학회:학술대회논문집
• /
• 한국어업기술학회 2001년도 추계 수산관련학회 공동학술대회발표요지집
• /
• pp.198-199
• /
• 2001

식물플랑크톤의 증식에 영향을 미치는 요인 중에서 온대해역에서 가장 현저한 것은 수주의 연직혼합의 깊이이다. 식물플랑크틀이 물의 혼합에 의하여 연직적으로 아래에 이송되어, 그 깊이까지의 수주내의 전광합성량과 전호흡량(일차 생산자)이 같아질 때의 깊이를 Critical depth(CRD)라고 한다. CRD의 개념은 Gran and Braarud (1935)에 의해 제창되었고, Sverdrup(1953)에 의하여 수치모델로서 발전했다. (중략)

• 천문학회지
• /
• 제34권4호
• /
• pp.305-307
• /
• 2001

Radiation hydrodynamics in high. velocity or high optical-depth flow should be treated under rigorous relativistic formalism. Relativistic radiation hydrodynamic moment equations are summarized, and its application to the near-critical accretion onto neutron star is discussed. The relativistic effects can dominate the dynamics of the flow even when the gravity is weak and the velocity is small. First order equations fail to describe the intricate relativistic effects correctly.