• 한국수자원학회논문집
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• 제50권5호
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• pp.335-346
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• 2017

본 연구에서는 공간규모분할 기법(SCDM)을 적용하여 레이더 예측강우를 산정하고, 도시홍수예보 관점에서 기상청 현업 레이더 예측강우(MAPLE 및 KONOS)와 함께 수문학적 활용성을 평가하였다. 본 연구에서 제시한 공간규모분할 기법은 강우를 층운형과 대류성 강우로 분리하여 각각의 이동속도를 고려하여 개별예측 및 재합성하는 것이다. 수도권 영역의 세 호우 사례를 대상으로 기상청 MAPLE 및 KONOS와의 예측강우 정확도를 평가한 결과, 본 연구에서 적용한 예측기법은 기법의 단순함에 비해 양호한 예측 정확도를 보였다. 또한, 강남유역을 대상으로 각 예측강우의 수심모의 정확도를 평가한 결과, MAPLE 및 SCDM에 비하여 KONOS가 첨두수심을 보다 정확하게 모의하였으나, 호우의 시간적 패턴 구현의 정확도가 높지 않았다. SCDM의 경우 정량적인 오차는 다소 크게 나타났지만, 전체적으로 관측수심과 유사한 모의 양상을 보였다. 추후 부족한 정량적 정확도를 보정 기법 및 수치예보자료와의 결합을 통해 개선한다면 SCDM의 예측강우가 홍수예보를 위한 입력자료로 유용하게 활용될 수 있을 것으로 판단된다.

• 한국조경학회지
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• 제30권1호
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• pp.87-95
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• 2002

This study was carried out to investigate the load of soil layers affected by soil depth in artificial soil alone or in blends with Loam with various ratio. The artificial soils were perlite large grain, perlite small grain, and perlite small grains blended with Loam (sand 46%, silt 40%, clay 14%) at a ratio of 8:2, 6:4, 5:5 (v/v). The soil layers were divided into a planting layer and a well-drained layer, then the weight of each layer in the air-dried state and in the field capacity were determined. The data were subjected to correlation analysis, regression analysis, and paired samples t-test. The summarized results are as follows; 1) In the air-dried state, the regression equations of the well-drained layer weight(kg/m2) in perlite large grain, planting layer weight in perlite small grain, planting layer weight in perlite small grain biended with loam(8:2, v/v), perlite small grain blended with loam(6:4, v/v), and perlite small grain blended with loam(5:5, v/v) were; 1.65824*X+0.026, 1.52292*X-0.052, 3.21468*X+0.515, 6.17549*X+ 0.083, and 6.02100*X + 33.133, respectively, where X is soil depth measured in Centimeters. 2) In the field capacity, the regression equations of the well-drained layer weight(kg/m2) in perlite large grain, planting layer weight in perlite small grain, planting layer weight in perlite small grain blended with loam(8:2, v/v), perlite small grain blended with loam(6:4, v/v), and perlite small grain blended with loam(5:5, v/v) were 5.055*X - 2.006, 7.073*X + 100.008, 8.092*X + 116.676, 10.766*X + 100.112, and 10.974*X + 124.423, respectively, where X is the soil depth measured in Centimeters. 3) All of the equations mentioned above were statistically reliable and therefore easily applicable in practical business affairs.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1988년도 추계학술대회 논문집 학회본부
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• pp.363-367
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• 1988

A simple analytical model for the lateral channel electric field in gate - offset structured Lightly Doped Drain MOSFET has been developed. The model's results agree well with two dimensional device simulations. Due to its simplicity, our model gives a better understanding of the mechanisms involved in reducing the electric field in the LDD MOSFET. The model shows clearly the dependencies of the lateral channel electric field as function of drain and gate bias conditions and process, design parameters. Advantages of analytical model over costly 2-D device simulations is to identify the effects of various parameters, such as oxide thickness, junction depth, gate / drain bias, the length and doping concentration of the lightly doped region, on the peak electric field that causes hot - electron phenomena, individually. We are able to find the optimum doping concentration of LDD minimizing the peak electric field and hot - electron effects.

• 대한전기학회:학술대회논문집
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• 대한전기학회 1997년도 하계학술대회 논문집 E
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• pp.1824-1826
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• 1997

In this paper, in order to obtain statistical informations on lightning electromagnetic waveforms, electric field waveforms produced by lightning return strokes were measured and analyzed. The electric field measuring system consists of hemisphere antenna 30[cm] in diameter, integrator and data acquisition. system. The frequency bandwidth of the measuring system is 200[Hz] to 1.56[MHz], and the sensitivity is 0.96[mV/V/m]. The mean value of front time of electric field waveforms produced by positive lightning return strokes is 5.87[${\mu}s$], and that of negative is 4.12[${\mu}s$]. The mean values of zero-crossing time for positive or negative electric field waveforms are 35.00 and 26.61[${\mu}s$], respectively. The mean value of percentage dip-depth for positive electric field waveforms is 33.68[%], and that for negative is 28.36[%].

• 한국진공학회지
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• 제9권3호
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• pp.285-289
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• 2000

축방향의 약한 자기장(약 1∼20 gauss)으로 자화된 inductively coupled plasm의 투과깊이와 전파 상수의 특성변화를 계산하였다. 자화 플라즈마에 있어서 전자밀도의 증가로 인한 플라즈마의 투과깊이 감소와, 그와 상반되는 충돌주파수 증가로 인한 투과깊이 증가를 고려하여, 보다 균일한 플라즈마 공정을 위한 기초 자료로서 중성 입자와 전자간의 충돌주파수, 전자밀도 및 자기장의 크기와 플라즈마 투과깊이 간의 상관관계를 확인하였다. 통상적인 저압 공정 플라즈마 조건하에서, 약 4.8 gauss의 자기장이 축방향으로 인가되는 경우 cyclotron 공명에 의해 투과깊이가 최소값을 가지는 것을 재확인하였으며, 그 이상의 자기장에서는 원형 편광파의 침투깊이를 비롯한 제반 특성의 급격한 변화를 볼 수 있었다.

• 한국농공학회지
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• 제44권4호
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• pp.51-61
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• 2002

The objective of this study is to develop GLEANS-PADDY model to predict nutrients loading from paddy-field areas. This model is developed by modifying the GLEANS model which is used for uplands, and composed of hydrology and nutrient submodels. The optimal field size for CLEANS-PADDY model application is about up to 50 ha with mild slope, relatively homogeneous Soils and spatially rainfall, and a single crop farming. The CLEAMS model is modified to handle ponded soil surface condition and saturated soil profile in paddy field. In the hydrology submodel of the CLEAMS-PADDY model. the ponded depth routing method is used to handle the ponded water condition of paddy field. To compute potential evapotranspiration the FAO-24 Corrected Blaney-Criddle method is used for paddy field instead of Penman-Monteith method in the CLEAMS model. In the nutrients submodel of the CLEAMS-PADDY model, the soil was assumed saturated and soil profile in the root zone was divided into oxidized and reduced zones.

• 대한조선학회지
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• 제20권4호
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• pp.33-40
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• 1983

The drift force acting on a freely-floating sphere in water of finite depth is studied within the framework of a linear potential theory. A velocity potential describing fluid motion is determined by distribution pulsating sources and dipoles on the immersed surface of the sphere. Upon knowing values of the potential, hydrodynamic forces are evaluated by integrating pressures over the immersed surface of the sphere. The motion response of the sphere in water of finite depth is obtained by solving the equation of motion. From these results, the drift force on the sphere is evaluated by the momentum theorem, in which a far-field velocity potential is utilized in forms of Kochin function. The drift force coefficient Cdr of a fixed sphere increases monotononically with non-dimensional wave frequency ${\sigma}a$. On the other hand, in freely-floating case, the Cdr has a peak value at ${\sigma}a$ of heave resonance. The magnitude of the drift force coefficient Cdr in the case of finite depth is different form that for deep water, but the general tendency seems to be similar in both cases. It is to note that Cdr is greater than 1.0 when non-dimensional water depth d/a is 1.5 in the case of freely-floating sphere.

• 자연과학논문집
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• 제5권2호
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• pp.49-62
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• 1992

본 연구는 신간척답에서 담수직파, 항공직파, 건답직파, 어린모이앙, 중묘이앙재배에 따른 발아, 생육 및 수량변화와 과산화석회 종자분의 적량을 토양종류, 유기물시용 및 파종심도등을 토양조건별로 구명하여 직파재배의 실용화를 검토한 것으로 얻어진 결과를 요약하면 다음과 같다.1. 간척답에서 파종 20일후 (5월 6일 파종) 의 재배양식별 출현율은 담수 직파에서 73%, 항공직파에서 70%, 및 건답직파는 62%였다.2. 성숙기의 도복정도는 담수직파와 항공직파에서 5, 건답직파는 3, 어린모이앙 및 중묘이앙에서는 2의 도복 정도를 나타내었다. 3. 최고분벽경수는 담수직파에서 568개, 건답직파에서 527개였다. 또한 출수기는 중묘이앙에 비하여 담수직파가 4일, 건답직파가 8일, 어린모이앙이 2일 지연되었다. 4. 수량은 담수직파가 항공직파 보다 1%, 그리고 건답직파보다는 3% 증가를 보였으나, 어린모이앙에 비해서는 12%의 감소를 나타냈다. 5. 유묘기의 전건물중은 고염도로 갈수록 감소율이 높았다. 그리고 토양염농도 0.3%에서는 어린모이앙구가 57%. 담수직파구에서 60% 및 건답직번구에서 63%의 감소율을 나타냈다. 6. 과산화석회 분의량 1g의 10일간 산소발생량 담수초기 2~3일에 순수, 염수에서 1.0cc의 급격한 발생을 보이다 4일부터 평균 약 0.6cc로 낮아졌고 산소 발생량은 순수에서 6.0cc 0.3과 0.6%의 염수에서 6.4cc의 다소 많은 량이 방출되었다. 7. 간척답 토양에서는 파종당시 염농도 0.4% 이하의 조건에서 1cm 깊이 파종은 과산화석회 종자량의 우량 2cm 깊이 파종은 동량이 적당하고 유기물을 사용할 경우에는 1cm 깊이 파종만 하되 적정분의량은 종자량과 동량 처리하는 것이 출아에 효과적이었다. 8. 간척답에서 과산화석회 종자 분의 처리후 기계직파한 구에서 도복이 7로 인력산파 9보다 도복 경감이 되었다. 9. 간척답에서 종자를 과산화석회 분의하여 기계직파할 때 유기물을 사용한 처리가 무사용보다 5%의 수량 증수 효과를 보였다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2002년도 학술발표회 발표논문집
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• pp.9-12
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• 2002

The purpose of this study was to investigate the effects of ponding depth treatment on evapotranspiration in paddy fields. Three poding depth treatments, very sallow, shallow, and deep were used. The experimental plots were three $80m{\times}8m$ rectangular plots. Daily values of rainfall amount, ponding depth, irrigation water, drainage water, evapotranspiration, and infiltration were measured in the field. The ponding depth was continuously observed by observed nstaff during the growing season. The ET was measured by 1m diameter PVC lysimeters. Irrigation water volume was measured by 75 mm pipe flow-meters and the drainage water volume by 75 mm pipe flow-meters and a recording parshall flume. The results showed that irrigation water depths were 688.9 mm, 513.6 mm, and 624.4 mm in 2001, and 356.9 mm, 428.6 mm, and 513.2 mm in 2002 in very shallow, shallow, and deep ponding, respectively. The evapotranspiration were 465.0 mm, 484.1 mm, and 415.1 mm in 2001 and 461.3 mm, 476.3 mm, and 470.6 mm in 2002 in very shallow, shallow, and deep ponding, respectively.

• Nuclear Engineering and Technology
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• 제40권5호
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• pp.429-438
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• 2008

The objective of the present study is the depth and layout optimizations of a single layer, high level radioactive waste repository in a discontinuous rock mass with special joint set arrangements. A single layer repository model, considering variations in the repository depths, pitches, and tunnel spacings, is used to analyze the thermomechanical interaction behavior. It is assumed that the repository is constructed in saturated granite with joints; the PWR spent fuel in a disposal canister is installed in a deposition drift which is then sealed with compacted bentonite; and the backfill material is filled in the repository tunnel. The decay heat generated by the high level radioactive wastes governs the thermomechanical behavior of the near field rock mass of the repository. The temperature and displacement behavior of the repository is influenced more by the pitch variations than the tunnel spacing and repository depth. However, the stress behavior is influenced more by the repository depth variations than the pitch and tunnel spacing. For the final selection of the tunnel spacing, pitch, and repository depth, other aspects such as the nuclide migration through a groundwater flow path, construction costs, operation costs, and so on should be considered.