• Journal of Korean Neurosurgical Society
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• 제60권6호
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• pp.717-722
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• 2017

Objective : To evaluate the effectiveness and efficacy of delayed burr hole surgery in relation to the reduction of postoperative subdural hematoma (SDH) volume in patients with acute SDH. Methods : We retrospectively analyzed patients with acute SDH who received delayed burr hole surgery at our institute. Age, sex, Glasgow coma scale, maximal SDH thickness, volume of SDH, midline shifts, hounsfield unit (HU), and medical history of anticoagulant agent usage were recorded. Outcome measures were delayed operation day, reduction of SDH volume after operation, and the Glasgow outcome scale (GOS) score at discharge. The patients were divided two groups according to the postoperative reduction of volume of SDH (${\geq}50%$, group A; <50%, group B). We also analyzed variables and differences between two groups. Results : Eighteen patients were available for this analysis. The mean delayed of surgery was $13.9{\pm}7.5$ days. Maximal thickness of SDH was changed from $10.0{\pm}3.5mm$ to $12.2{\pm}3.7mm$. Volume of SDH was changed from $38.7{\pm}28.0mL$ to $42.6{\pm}29.6mL$. Midline shifts were changed from $5.8{\pm}3.3mm$ to $6.6{\pm}3.3mm$. HU were changed from $66.4{\pm}11.2$ to $53.2{\pm}20.6$. Post-operative reduction of SDH volume was $52.1{\pm}21.1%$. Eleven patients (61%) had a discharge GOS score of 1 (good recovery). Ten patients (56%) were enrolled in group A. Midline shifting was greater in group A than in group B ($7.4{\pm}3.3$ vs. $3.0{\pm}2.4mm$; p<0.02). The delay of surgery was shorter for group A than group B ($9.2{\pm}2.3$ vs. $19.8{\pm}7.7$ days; p<0.0008). Conclusion : Among well selected patients, delayed burr hole surgery in patients with acute SDH may be effective for reduction of SDH volume. Further studies will be necessary to establish the effectiveness and safety of delayed burr hole surgery in patients with acute SDH.

• 한국환경복원기술학회지
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• 제6권4호
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• pp.52-61
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• 2003

This study was carried out to analyze the effects of stormwater retention and infiltration pond on reduction of flood peak and volume in a experimentally developed ecological pond. The experimental site has 542$m^2$ watershed area, 1,310mm yearly-averaged rainfall. And the area of the retention pond is 60$m^2$, the maximum water depth is 0.5m, the maximum and average storage is 15$m^3$and 9.3$m^3$d. And the area of infiltration pond is 58$m^2$, and the water depth varies 0.2m~0.5m. The monitoring system consists of one rainfall gage, one Parshall flume and acoustic water level gage, two rectangular weirs and acoustic water level gage for discharge gaging, and one data recording unit. Data from ten storm events in total, three storm events in year 2000 and seven storm events in year 2001, were collected. From the data the evaporation rate was achieved with the water balance equation, and the result shows 5.0mm/day in average. The result from the analysis of the effects on reduction of flood peak and volume, is that 14% reduction of flood volume and 15% reduction of flood peak in retention pond and 49% reduction of flood volume in infiltration pond.

• 환경영향평가
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• 제11권4호
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• pp.271-280
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• 2002

The purpose of this study is to explore the hydrological impacts and soil loss variation due to the land use change of Namak New Town development area. The analysis of hydrological effects and soil loss variation has been carried out using GIS in this study. In order to estimate the peak runoff volume, the Rational Method which is the most popular technique to predict runoff amounts is used. To estimate the soil loss in the study area, Universal Soil Loss Equation(USLE), which is one of the most comprehensive and useful technique to predict soil erosion is adopted. The result of this study has shown that the peak runoff volume and the total soil loss increase according to the land use change. The peak runoff volume and the total soil loss have been increased about 2 times and about 48 times more than that of pre development. The increasing of the peak runoff volume can be effective erosion, flooding and so on. A careful city planning is the first essential step to minimize the environmental impacts and to construct the ecological city.

• 대한기계학회논문집B
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• 제21권7호
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• pp.849-861
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• 1997

In this study, the effect of hole geometry of the cooling system on the flow and temperature field was numerically calculated. The finite volume method was employed to discretize the governing equation based on the non-orthogonal coordinate with non-staggered variable arrangement. The standard k-.epsilon. turbulence model was used and also the predicted results were compared with the experimental data to validate numerical modeling. The predicted results showed good agreement in all cases. To analyze the effect of the discharge coefficient for slots of different length to width, the inlet chamfering and radiusing holes were considered. The discharge coefficient was increased with increment of the chamfering ratio, radiusing ratio and slot length to width and also the effect of radiusing showed better result than chamfering in all cases. In order to analyze the difference between the predicted results with plenum region and without plenum region, the velocity profiles of jet exit region for a various flow conditions were calculated. The normal velocity components of jet exit showed big difference for the low slot length to width and high blowing rate cases. To analyze the flow phenomena injected from a row of inclined holes in a real turbine blade, three dimensional flow and temperature distribution of the region including plenum, hole and cross stream with flow conditions were numerically calculated. The results have shown three-dimensional flow characteristics, such as the development of counter rotating vortices, jetting effect and low momentum region within the hole in addition to counter rotating vortex structure in the cross stream.

• 한국화재소방학회논문지
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• 제30권2호
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• pp.106-113
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• 2016

초고압 용적형 펌프는 로터의 회전에 의한 주기적인 용적의 변화를 이용하는 펌프로 고압, 고유량을 동시에 만족하며 로터의 저속 및 고속 회전에 따라 변화 없이 일정하게 상대적으로 높은 펌프 효율을 유지할 수 있는 장점을 가진다. 많이 사용되고 있는 원심펌프와는 달리 별도의 진공펌프가 없이도 자흡 성능을 가지고 있으며, 비교적 단순한 구조로 인하여 경량화, 소형화가 가능한 특성을 자기고 있다. 유체를 높은 압력으로 이송할 수 있으며, 압력의 변동에 따라 유량의 변동이 적은 정량 토출이 가능하다. 이러한 용적형 펌프를 사용하는 이유는 흡입된 유체가 유량의 변화 없이 토출되는 장점이 있기 때문이다. 본 연구에서는 유량의 변화가 없다는 장점이 있는 용적형 펌프의 체절시스템을 개발하여 펌프의 고압 운전시의 안전성을 확보하고자 하였다. 체절시스템은 컨트롤러 프로그램, 전자클러치, 릴리프밸브의 3가지로 이루어져, 한 가지 시스템이 작동하지 않아도 다른 시스템이 작동하는 시스템으로 이루어져 있다. 컨트롤러 프로그램과 전자 클러치의 작동을 확인하기 위한 과속도 시험과 릴리프 밸브의 유체유동해석, venting 실험을 통해 현재 개발한 초고압 용적형 펌프의 체절시스템이 작동됨을 확인하였다.

• 한국물환경학회지
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• 제24권3호
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• pp.333-339
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• 2008

This study was carried out to assay the relationships between empirical factors and water quality in 23 agricultural reservoirs. Based on the trophic state index (TSI) deviation analysis, phosphorus in type II and III was the primary limiting factor on algal growth. BOD, COD, TP and chl.a concentration in type III reservoirs showed higher concentration than those of other types, while SS and TN concentration was no noticeable difference among three types. Characteristics of type III reservoirs showed large reservoir surface and drainage area, large surface area to volume (SAV) ratio, small drainage area to reservoir area (DA/RA) ratio, relatively old age, large paddy field and upland field to drainage area ratio (Mean 17.4%) and high generation and discharge loads compared to other types of reservoirs. In type I and II reservoirs, trends of BOD, TN, TP concentration in water column, were similar to those of the discharge load of pollutants. Although type II reservoirs generally showed low phosphorus discharge loads compared to type I reservoirs, TP and chl.a concentration in water column was greater than that of type I. Characteristics of type II reservoirs showed relatively large SAV ratio and old age compared to type I reservoirs and was similar to those of type III including eutrophic reservoirs.

• 한국물환경학회지
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• 제25권5호
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• pp.785-791
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• 2009

Using artificial rainfall simulator, the soil loss, which is deemed as the most cause of muddy water problem among Non-point source (NPS) pollutant, was studied by the analysis of direct runoff, groundwater discharge, and soil water storage properties concerned with rainfall intensity, slope of area, and land cover. The direct runoff showed increasing tendency in both straw covered and bared soil as slope increases from 5% to 20%. The direct runoff volume from straw covered surface were much lower than bared surface. The infiltration capacity of straw covered surface increased, because the surface sealing by fine material of soil surface didn't occur due to the straw covering. Under the same rainfall intensity and slope condition, 2.4~8.2 times of sediment yield were occurred from bared surface more than straw covered surface. The volume of infiltration increased due to straw cover and the direct runoff flow decreased with decrease of tractive force in surface. To understand the relationship of the rate of direct runoff, groundwater discharge, and soil water storage by the rainfall intensity, slope, and land cover, the statistical test was performed. It shows good relationship between most of factors, except between the rate of groundwater storage and rainfall intensity.

• 한국수자원학회논문집
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• 제42권9호
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• pp.725-736
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• 2009

홍수사상은 크게 첨두홍수량, 홍수용적, 지속기간 등과 같은 서로 상관된 세 가지의 요소로 정의될 수 있다. 그러나 그동안 수공학적 계획이나 설계, 운영 등을 위한 홍수빈도해석에서는 주로 첨두홍수량 한가지 요소에 초점을 맞추어 홍수빈도해석을 수행해 왔다. 이러한 단변량 홍수빈도해석은 서로 상관된 홍수사상 사이의 복잡한 확률적 거동을 분석하는 데 있어 한계를 가지고 있다. 따라서, 본 연구에서는 Gumbel 혼합모형을 이용한 이변량 홍수빈도해석을 수행하여 홍수심도를 평가하는 방안을 제시하였다. 소양강댐의 35개년 일유입량 자료와 대청댐의 28개년 일유입량자료에 대해 각각의 홍수사상을 분리하고, 분리한 홍수사상에 대해 첨두홍수량과 홍수용적 사이의 결합분포와 결합재현기간 등을 도출하였다. 또한 이러한 이변량 홍수빈도해석에 의해 도출된 홍수 특성을 단변량 홍수빈도해석의 결과와 비교함으로써, 홍수심도 평가에 있어 이변량 홍수빈도 해석기법의 적용성에 관하여 검토하였다.

• 한국방재학회 논문집
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• 제7권3호
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• pp.69-78
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• 2007

본 연구에서는 홍수가 범람하였을 때 제내지에서 발생하는 동역학적 거동을 정확히 모의하기 위해, 시간에 따른 제방붕괴 양상을 고려하여 제방붕괴시 제내지로 유입되는 월류량을 정확하게 산정하였다. 2차원 비선형 천수방정식을 지배방정식으로 사용하였으며, 비구조적 격자계가 적용된 유한체적법을 이용하여 제방붕괴를 모의하였다. 제방붕괴시 발생하는 충격파 흐름을 해석하기 위하여 HLLC approximate Rimann solver를 사용하였고, 수치진동을 제어하기 위해 TVD 제한자를 사용하는 WAF(Weighted Averaged Flux) 기법을 사용하였다. 또한 생성항은 연산자 분리기법을 이용하여 비 물리적인 결과가 나오지 않도록 하였다. 먼저 본 모형을 댐붕괴 문제에 적용하여 댐 붕괴시 발생하는 자유수면 변위를 계산하였으며, 경사식 방파제의 월류량을 산정하여 기존 실험결과와 비교 검증하였다. 그 결과 충격파를 잘 모의하고 있었으며, 월류량 또한 기존 실험결과와 일치하였다. 또한 제방 붕괴시 발생하는 흐름에 대해 높이와 폭을 각각 시간에 따른 함수로 가정하여 적용하였다. 제방붕괴 유형에 따른 월류량을 각각 비교한 결과, 제방이 갑작스럽게 붕괴된 경우에서의 월류량이 점진적으로 붕괴되는 조건에서의 월류량보다 크게 산정됨을 알 수 있었다.

• 공업화학
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• 제32권6호
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• pp.607-612
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• 2021

실리콘(Si) 활물질은 낮은 전위와 높은 에너지 밀도를 가지고 있어 현재 활용되고 있는 흑연을 대체할 수 있는 소재로 기대되고 있다. 그러나 반복적인 충, 방전 과정 중 부피 팽창으로 인한 실리콘 입자의 붕괴와 지속적인 전해질 분해 반응이 문제점으로 지적되고 있다. 이와 같은 문제를 해결하기 위해 본 연구에서는 실리콘 음극에 대한 효과적인 바인더로서 가교 결합이 가능한 Castor oil 기반의 수분산 폴리우레탄을 제조하였으며(CWPU), 이를 다량의 Oxirane 작용기를 가진 Tris(2,3-epoxypropyl) isocyanurate (TGIC)와 결합시켜 기계적으로 안정한 3차원 네트워크 구조를 형성하였다. CWPU-TGIC 바인더로 제조된 실리콘 음극은 안정적인 장기 수명 특성뿐만 아니라 우수한 방전 용량을 나타내었다. 이러한 결과는 CWPU-TGIC 바인더가 장기간 반복되는 충, 방전 과정 동안 실리콘 음극의 큰 부피 변화를 효과적으로 완화하는 것으로 분석되었다. 본 연구 결과는 실리콘 음극의 전기화학적 특성을 향상시키기 위한 효과적인 친환경 바인더의 가능성을 제시한다.