• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 1998.04a
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• pp.32-32
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• 1998

고체 로켓 모타 추진제 그레인은 크게 단면 연소형 그레인(end-burning grain)과 내면 연소성 그레인(perforated grain)으로 분류할 수 있다. 단면 연소형 그레인은 부피충전율이 크고 구조적 안전성이 우수한 장점이 있으나 연소면적이 작은 단점이 있고, 내면 연소형 그레인은 연소면적이 큰 장점이 있으나 부피 충전율이 작은 단점이 있다. 따라서 단면 연소형 그레인의 장점인 높은 충전율을 유지하면서 연소면적을 증대시키는 효율적인 방법으로 열전도율이 높은 금속선을 단면 연소 그레인에 삽입시키는 방법이 있다. 높은 열전도율로 인하여 금속선을 따라 연소속도가 빨라져 연소면적이 증가하게 되는데, 금속선이 없을 때의 연소속도와의 비를 연소속도 증가 비라 한다. 이는 추진제 종류, 금속선 재질, 굵기 등에 따라 달라지고, 실험실에서 strand burner test로 구할 수 있다.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.415-415
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• 2011

수문학 또는 하천유출은 크게 기후학적은 인자 (온도, 바람, 상대습도 등)나 지형학적 인자 (지표면 경사, 흙의 종류, 하천의 면적, 하천의 길이 등)들에 의해 결정된다. 지형학적 인자들 중인 하천의 면적 그리고 주하천의 길이에 의한 영향은 비첨두홍수량의 과 수문곡선의 모양에 크게 관여되어 있다. 일반적으로 유역형상이 좁고 주하천의 길이(유로연장)가 긴 하천의 경우 단위면적당 유출량과 시간과의 그래프에서 수문곡선은 넓고 낮은 형태 모습을 지니지만 유역의 형상이 넓고 주하천의 길이기 짧은 하천은 수문곡선이 좁고 높은 형태의 모습을 가진다. 이러한 유역형상의 차이에 따라 Horton (1932)은 유역의 면적과 주하천의 길이의 비로 형상계수 (Shape Factor)의 공식을 제시하였다. 유역면적에 비해 유로연장이 길면 형상계수가 작아지고 첨두홍수량이 작아지는 반면 유역면적에 비해 유로연장이 짧을수록 형상계수가 커져 첨두홍수량이 커지는 형상을 발견할 수 있다. 형상계수와 비첨두홍수량의 상관관계를 알아보기 위하여 상수 전용댐 안전성 대책 및 치수능력 증대 방안연구 (2008) 보고서에서 적용한 유역들을 비교하였다. 이 보고서에 있는 38개의 유역들 중에서 형상계수가 0< <1 인 유역들을 선택한 후 형상계수와 지속시간별 비첨두홍수량의 관계 그리고 유역면적과 지속시간별 비첨두홍수량의 관계를 도시하였다. 추세선에 의한 결정계수인 $R^2$ 의 값을 비교하여 형상계수와 비첨두홍수량과의 관계를 조명하였다. 또한, 형상계수에 따른 순간단위도의 첨두시간 및 첨두유량을 비교하기 위하여 유역면적이 $300m^2$내외이며, 서로 다른 형상계수를 갖는 유역을 선정하여 연구를 진행하였다. 대상유역의 관측값을 이용하여 Nash모형을 적용한 순간단위도를 산정하였으며, 형상계수에 따른 첨두시간 및 첨두유량의 비교분석을 수행하였다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.22 no.1
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• pp.385-392
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• 2021

In general, earth retaining work in construction works enables the construction of structures, prevents the displacement of the surrounding ground to the maximum extent, and plays an important role in ensuring the safety of the surrounding structures and field workers. The earth retaining work and the construction method differ according to the various ground characteristics, surrounding topographical characteristics, repair environment, and design conditions. In particular, in the case of Seoul city, the environments and ground conditions differ according to the area. This study analyzed the earth retaining work cost mainly for the apartment construction project in Seoul and calculated the approximate earth retaining work cost at the project planning stage. A model was developed to predict the cost of earth retaining work that matches the characteristics of Seoul City and predict the construction cost for earth retaining work. This paper presents the predicted earth retaining work cost using a multiple regression model that applies 10 project outlines as independent variables. The error rate of the prediction result of the earth retaining work cost of the apartment construction project in Seoul using multiple regression models was 10.75%.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.5D
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• pp.523-531
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• 2010

A dam is effective in stable supply of water required in daily life and reduced damage from floods, but there are problems as a lot of land or houses are submerged. Therefore many projects have been conducted in order to improve and support daily life environment surrounding a dam. This study has focused on analyzing how to calculate support working expenses for Dam area by using GIS spatial overlay in addition to effects of scale of a topographic map and reached the following conclusion. First, as a result of areal error in submerged area by scale based on a 1/3,000 digital topographic map, it has been found that a 1/5,000 digital topographic map is 9.5 times more accurate than a 1/25,000 digital topographic map in the total of areal error. Second, as a result of areal error in area surrounding a dam, it has been found that a 1/5,000 digital topographic map is 7.4 times more accurate than a 1/25,000 digital topographic map in the total of areal error. Third, as a result of error of support expense for submerged area, it has been found that a 1/5,000 digital topographic is 15.9 times, 14.7 times and 15.9 times more effective than a 1/25,000 digital topographic map in terms of the total error of support expense, standard error and the total support expense error on the entire project costs in submerged area. In addition, as a result of analysis on error of support expense for area surrounding a dam, it has been found that a 1/5,000 digital topographic map was 10.7 times, 9.6 times and 10.6 times more effective, respectively, in the total error of support expense, standard error and the total error of support expense for the entire project costs in area surrounding a dam compared to a 1/25,000 digital topographic map. Lastly, as a result of error of the entire project costs for area surrounding a dam, it has been found that a 1/5,000 digital topographic map was 1.4 times, 1.3 times and 1.4 times more effective, respectively, in the total error of support expense, standard error and the total error of the entire project costs compared to a 1/25,000 digital topographic map, but it was not much different from the result of calculating areal error in submerged area or area surrounding a dam because population item didn't consider areal concept.

• Economic and Environmental Geology
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• v.36 no.2
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• pp.141-148
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• 2003

We investigated the distribution of sea ice using various microwave remote sensing techniques including radar altimeter, radiometer, and scatterometer data in the part of Drake passage, Antarctica, between the area 45$^{\circ}$-75$^{\circ}$W and 55$^{\circ}$-66$^{\circ}$S. Topex/poseidon radar altimeter data were used to analyze the monthly distribution of sea ice surface area between 1992 and 1999 by using Geo_bad_1 flag or MGDR. From satellite radiometer measurements of DMSP's SSM/I, sea ice concentration was extracted during the period from 1993 to 1996. To select a value of ice concentration, normally ranging from 0 to 100%, that can be used as a critical value of judging the existence for ice, sea ice areas estimated from various ice concentrations of radiometer measurements were correlated with the area estimated from the radar altimeter measurements. As a result, 20% of ice concentration was selected, and, then this value was used to integrate radiometer data with radar altimeter and ERS-1/2 scatterometer data. To indirectly verify the result, the last 20 year's sea ice concentration was correlated with surface temperature data near Esper-anza Observation Station. The two data showed a high correlation coefficient of 0.86. The amount of sea ice and temperature variation were found to be closely related in the study area, and this indirectly verifies the result of this study. We provided a method to judge the existence of sea ice from ice concentration of satellite radiometer data and suggested a method to monitor more detailed temporal and spatial variation of sea ice distribution by integra-tion of various microwave remote sensing techniques.

• Journal of the Institute of Electronics Engineers of Korea TC
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• v.47 no.5
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• pp.53-59
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• 2010

There are various types of antenna fed method; coaxial probe, coupling, parasitic elements, and impedance matching. In this paper, the fed method of the proposed antenna is microstrip line type. The high frequency structure simulator (HFSS) is used to analyze the characteristics of the T-shaped microstrip antenna with various patch dimensions. In comparison with the basic microstrip antenna, this proposed T-shaped microstrip antenna with 40.38 % of patch dimensions has the optimum characteristics of resonant frequency, return loss, and radiation pattern at 2.0 GHz band.

• Journal of the Korean Society for Precision Engineering
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• v.18 no.12
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• pp.54-59
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• 2001

The stability of a thin plate structure is very crucial problem which results buckling. Because the buckling strength of thin plates is lower than the yield strength of the material, reinforcement plate must be used to increase the buckling strength. And, in this case, spot welding is commonly used, however, the spot welded joints are practically designed by experimental decisions, so it is Inefficient and has the risks of buckling demolition. In this study, two parameters, such as the area ratio and the distance ratio of spot welding which have influence on the buckling strength, should be chosen. Under compressive and shearing load, the effect of two parameters on the critical stress is discussed.

• Journal of the Korea Institute of Building Construction
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• v.21 no.5
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• pp.495-506
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• 2021

A Conceptual cost estimate, which is computed in the preliminary step of a project, is important for decision-making by a contractor in terms of the project budget, economic feasibility and validity analysis, and alternative comparisons. Therefore, a high error rate of a prediction model for a conceptual cost estimate can lead to various problems including excessive project expenditures and a delayed break-even point. this study proposed optimal impact factors by configuring quantitative impact factors computable in a preliminary step in various cases(combinations of impact factors). subsequently, the accuracy of different cases was comparatively analyzed by using the cases as input values of a prediction model using regression analysis. when the optimal combination of impact factors proposed in this study and other combination of impact factors were applied to the prediction model, the regression analysis-based prediction model exhibited 0.2-4.7% improvements in accuracy, respectively. the optimal combination of impact factors proposed in this study improved the accuracy of the prediction model of a conceptual cost estimate by removing unnecessary impact factor.

• Korean Journal of Optics and Photonics
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• v.12 no.1
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• pp.61-66
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• 2001

Defocused Fourier plane holograms are stored in disk-type holographic memories where thin recording media are used, the areal storage density per hologram and the intensity uniformity of the signal beam at the recording plane are studied. As the pixel pitch of the spatial light modulator that represents binary data increases, the storage density per hologram increases if exact Fourier holograms are stored. When defocused Fourier plane holograms are stored, however, we show that there exists an optimal pixel pitch that maximizes the area storage density per hologram in general, to increase the areal storage density per hologram, f/# of the Fourier transform lens that focuses the data image should be as small as possible. In this case, not only the intensity distribution at the recording plane but also the recording area becomes very sensitive to the degree of defocusing. Therefore, even if the exact Fourier plane holograms are stored, the defocusing effect owing to the medium thickness should be taken into account to achieve the maximal areal storage density per hologram.logram.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.835-839
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• 2005

일반적으로 분포형 모형에서는 유역을 공간적으로 작은 계산단위로 분할하고, 각 단위에 대해 모형의 이론식을 전개하여 풀이하게 된다. 이 계산단위는 일반적으로 입력자료의 공간적인 해상도보다 크기 때문에 어느 정도 수준까지의 취합을 내포하게 된다. SWAT에서도 수문응답단위 (HRU; Hydrological Response Unit)라는 계산 단위를 통하여 모형 입력 매개변수를 생성하고, 모의를 수행한다. 따라서, 본 연구에서는 SWAT 모형의 거동 특성과 유역별 적정한 수준의 소유역 분할에 대한 기준을 제시할 목적으로 경안천 유역과 보청천 유역을 선정하여, 각 유역변 소유역 수 및 HRU 수에 따른 연평균 유출과 유사의 변화를 검토하였다. 검토 결과, 경안천 유역에 대해서는 SWAT 모형의 적용시에 하천망 생성을 위한 임계면적을 300 ha 이하로 두어 55개 이상의 소유역으로 분할하고, HRU 생성을 위한 토지이용과 토양 면적비는 $8\%$ 이하로 설정하여야 안정적인 유출과 유사 모의가 가능하며, 보청천에 대해서는 임계면적을 5,000 ha 이하로 하여 최소 5개 이상의 소유역으로 분할하고, 토지이용과 토양 면적비는 $1\%$ 이하로 설정하여 HRU를 생성함으로써 안정적인 유출 및 유사 모의가 가능한 것으로 나타났다. 이상의 결과와 같이 적절한 수준의 소유역 분할과 HRU 생성에 대한 기준을 제시함으로써, 모형의 모의 결과의 신뢰도를 크게 감소시키지 않으면서 모형의 입력자료 구축시간과 모형 구동시간을 단축함으로써 모형의 적용 효율을 높일 수 있을 것으로 판단된다.