• 한국수처리학회지
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• 제26권6호
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• pp.133-142
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• 2018

Increasing localized torrential rainfall caused by abnormal climate are making higher damage to human and property through urban inundation So The need of preventive measures is being highlighted. In this study, the methodology for calculating flood depth in domestic water map using an interpolation method in order to utilizing the results of flood analysis provided only in the form of a report is suggested. In the Incheon Metropolitan City S area as the test-bed, the flood depth was calculated using the interpolating the actual flood analysis by image and verification was performed. Verification results showed that the error rate was 5.2% for the maximum flooding depth, and that the water depth value was compared to 10 random points, which showed a difference of less than 0.030 m. Also, as the results of the flood analysis were presented in various ways, the flood depth was extracted from the image of the result of the flood analysis, which changed the presentation method, and then compared and analyzed. The results of this study could be available for the use of basic data from the research on the urban penetration of domestic consumption and for decision-making of policy.

• 대한조선학회지
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• 제24권1호
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• pp.9-16
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• 1987

The second-order steady horizontal force and vertical moment are derived for a freely-floating body in water of finite depth. Momentum relations are used in terms of the Kochin function in the fluid region far from the body. The general results look very similar to those for deep water. The water depth is formally reflected in terms of the ratio between the phase and group velocities of incident waves. Computations are made for a Series 60 hull($C_B=0.6$) and are compared with the corresponding results of deep water. It is shown that the vertical drift moment for slender ships becomes completely free from water depth when the wave-ship length ratio is taken as parameter.

• 한국환경농학회지
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• 제15권4호
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• pp.406-418
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• 1996

침수의 깊이와 시간에 따른 토마토의 생육단계별 생육저해정도와 수량 감소 및 이와 관련된 이병성, 시비효과, 형태적 특성 및 생리적 변화 등의 차이를 비교 검토하여 침수피해에 따른 피해정도의 예측에 기초자료로 활용하기 위하여 온실조건에서 발아기, 유묘기별로 각각 침수깊이를 지면위 0, 5. 10, 15 cm의 4개 처리에, 각각 시간을 6, 12, 24, 48, 120 시간으로 처리하였으며, 그 결과는 다음과 같다. 1. 발아기(發芽期) 만수(漫水) 반응(反應) $0{\sim}5$ cm 침수에서 48시간, $10{\sim}15$ cm 침수에서는 $25{\sim}27$시간을 기점으로 현저한 발아제한이 이루어졌다. 초장은 침수깊이에 관계없이 24시간 이내까지 회복이 가능했고, 엽수는 침수깊이가 증대됨에 따라 회복 가능한 시간의 한계가 짧아졌다. 생체중의 감소는 지하부보다 지상부에서 민감한 반응을 보이고, 침수경과 24이내에서 회복이 가능하였다. 침수처리별 발아율과 초장, 엽수, 지상 및 지하부 생체중간의 모든 형질간에 고도의 유의적 상관 관계가 있었다. 2. 유묘기(幼苗期) 만수(漫水) 반응(反應) 초장은 0 cm 깊이에서는 24시간 처리수준까지 초장회복이 되었고, 그 이상 깊이에서는 시간과 관계없이 유의적인 감소가 되었으며, 엽수에서는 0 cm에서는 120시간까지도 회복되었고, 5 cm에서는 24시간까지 회복이 가능하였으나, 그 이상 깊이에서는 6시간 이상처리에서 유의적인 감소가 있었다. 지상 및 지하부 생장량은 초장 및 엽수에서와 같은 경향을 보였다. 최장근신장이 0 cm 침수에서는 대조구의 80% 정도로 유지될 수 있었지만 5 cm이상 깊이에서는 120시간 침수로 근신장이 불가능 하였다. 근활력은 0 cm이상의 침수로 현저히 감퇴되었고, 호흡량은 5 cm 깊이를 변환점으로 하여 현저한 감소가 야기되었다. 그러나 광합성량은 침수깊이에 따라 직선적으로 감소하였다. 엽록소 함량은 침수깊이를 달리하여 48시간까지는 완만한 감소를 보였으나, 120시간에서는 현저한 엽록소 분해가 초래되었다. 발병은 침수처리 깊이와 시간 증대에 비례하여 커지는 경향이었고, 살균제 처리에 따른 방제의 가능성은 있었으나, 질소엽면시비 효과는 없었다. 개체당 총과중과 총과수는 침수깊이와 시간이 길어 질수록 완만하게 감소하였고, 평균 과중은 증대 되었으며, 침수깊이와 시간간의 통계적인 상호작용 효과는 없었다. 생장 및 수량 특성 모든 조사항목들 상호간에 고도의 유의성 있는 정의 상관관계를 나타내었다.

• 설비공학논문집
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• 제18권9호
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• pp.687-697
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• 2006

The air and water flow distribution are experimentally studied for a heat exchanger composed of round headers and 10 flat tubes. The effects of tube protrusion depth as well as mass flux, and quality are investigated, and the results are compared with the previous 30 channel results. The flow at the header inlet is annular. For the downward flow configuration, the water flow distribution is significantly affected by the tube protrusion depth. For flush-mounted geometry, significant portion of the water flows through frontal part of the header. As the protrusion depth increases, more water is forced to the rear part of the header. The effect of mass flux or quality is qualitatively the same as that of the protrusion depth. Increase of the mass flux or quality forces the water to rear part of the header. For the upward flow configuration, different from the downward configuration, significant portion of the water flows through the rear part of the header. The effect of the protrusion depth is the same as that of the downward flow. As the protrusion depth increases, more water is forced to the rear part of the header. However, the effect of mass flux or quality is opposite to the downward flow case. As the mass flux or quality increases, more water flows through the frontal part of the header. Compared with the previous thirty channel configuration, the present ten channel configuration yields better flow distribution. Possible explanation is provided from the flow visualization results.

• Journal of Advanced Marine Engineering and Technology
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• 제35권7호
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• pp.930-937
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• 2011

The characteristics of mean velocity and turbulence have been analyzed in the circular open channel flow using PIV measurement data for a wide range of water depth. The measured data are fitted to a velocity distribution function over the whole depth of the open channel. Reynolds shear stress and mean velocity in wall unit are compared with the analytic models for fully-developed turbulent boundary layer. Both the mean velocity and Reynolds shear stress have different distributions from the two-dimensional boundary layer flow when the water depth increases over 50% since the influence of the side wall penetrates more deeply into the free surface. The cross-stream Reynolds normal stress also has considerably different distribution in view of its peak value and decreasing rate in the outer region whether the water depth is higher than 50% or not.

• The Korean Journal of Ecology
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• 제17권4호
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• pp.435-442
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• 1994

In the littoral zone of Lake Paltangho, a vegetation map of aquatic macrophytes was constructed to estimate their occupied area, and the change of abundance of submersed macrophytes was examined along water depth to elucidate niche perferences on the depth gradient. Total area of the littoral zone was 267 ha, of which submersed, emergent and floating-leaved macrophytes covered 155ha, 103 ha and 10ha, respectively. Submersed macrophytes were distributed within a water-depth of 2.5m, with an apparent pattern of zonation: Vallisnaria gigantea and Ceratophyllum demersum at the deeper water depth of 1.5~2.5m.

• Ocean Systems Engineering
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• 제12권4호
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• pp.439-459
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• 2022

This paper describes experimental studies of impact pressure generated by breaking regular waves in shallow water on a vertical cylinder. Experimental work was carried out in a shallow water flume using a 1:30 - scale model of a vertical rigid circular hollow cylinder with a diameter 0.2 m. This represents a monopile for shallow water offshore wind turbines, subjected to depth induced breaking regular waves of frequencies of 0.8 Hz. The experimental setup included a 1 in 10 sloping bed followed by horizontal bed with a constant 0.8 m water depth. To determine the breaking characteristics, plunging breaking waves were generated. Free surface elevations were recorded at different locations between the wave paddle to the cylinder. Wave impact pressures on the cylinder at a number of elevations along its height were measured under breaking regular waves. The depth-induced wave breaking characteristics, impact pressures, and wave run-up during impact for various cylinder locations are presented and discussed.

• 한국농공학회논문집
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• 제46권5호
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• pp.3-11
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• 2004

The objective of this study is to develop water saving irrigation method using water balance model in order to save rural water. Daily water balance components such as irrigation water, drainage water, effective rainfall, ET, and infiltration were measured in paddy fields. Model simulations were performed for different outlet heights and ponding depths. The outlet heights and the ponding depths are 2 cm, 4 cm, 6 cm, 8 cm, and 10 cm, respectively. Based on the simulation very shallow ponding depth of 2 cm with 10 cm outlet height showed the largest effective rainfall ratio and the smallest irrigation amount. Until the introduction of laser leveling dozer and automatic inlet control devices, it would be desirable to adopt 4cm ponding depth because of difficulty of land leveling and frequency of farmer's field visit. The results of this study will be applied in the paddy farming and can improve water use efficiency.

• 한국잡초학회지
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• 제6권1호
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• pp.7-12
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• 1986

토양(土壤)의 수분상태(水分狀態)가 피의 발생(發生)과 생육(生育)에 미치는 영향(影響)을 구명(究明)하기 위(爲)하여 완전(完全)히 휴면(休眠)이 타파(打破)된 피종자(種子)가 고르게 썩인 사양토(砂壤土)를 사용(使用)하여 담수심(湛水深)을 -12, -8, -4, 0, 4, 8, 12, 16, 20, 24cm 등(等)의 10단계(段階)로 처리(處理)한 후(後) 매일(每日)의 출아개체수(出芽個體數), 출아심도(出芽深度), 건물중(乾物重) 등(等)을 조사(調査)한 결과(結果)를 요약(要約)하면 다음과 같다. 1. 담수심(湛水深)이 깊어질수록 피의 발생량(發生量)은 감소(減少)하였고 생육(生育)도 연약(軟弱)해 졌으며 수심(水深) 24cm까지도 출아(出芽)가 가능(可能)하였으나 정상적(正常的)으로 생육(生育)이 되지 않았다. 2. 수심(水深)이 얕은 처리(處理)에서 발생(發生)한 피의 생육(生育)이 좋았으나 8cm 이상(以上)의 수심(水深)에서 발생(發生)한 피는 생육(生育)이 극히 연약(軟弱)하여 수면(水面)위에서 직립(直立)이 되지 않았다. 3. 담수상태하(湛水狀態下)에서는 피의 발아심도(發芽深度)가 대부분 2cm 정도(程度)였으나 토양(土壤)의 수분(水分)이 포화상태(飽和狀態) 이하(以下)가 되면 발아심도(發芽深度)가 깊어지고 10cm 이상(以上)의 토심(土深)에서도 출아(出芽)가 가능(可能)하였다. 4. 토양(土壤)의 수분상태(水分狀態)가 피의 발생(發生)과 생육(生育)에 크게 영향(影響)을 미치는 것은 산소함량(酸素含量)의 차이(差異)때문이라 사료(思料)된다.

• 한국가스학회지
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• 제14권6호
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• pp.1-6
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• 2010

하천통과 배관은 부력과 외부 충격을 방지하기 위하여 1.2~4m의 매설 깊이로 설치되어 운영된다. 하천통과 배관은 수압과 토하중에 의한 외압으로부터 소성붕괴에 대한 저항성을 가져야한다. 하천통과 배관에 수압과 토하중으로 발생하는 원주응력을 유한요소해석으로 파악하여 배관의 건전성에 미치는 영향을 평가하였다. 콘크리트 보호공이 없는 경우 동일 수심에서는 매설 깊이 증가에 따라 원주응력은 증가하나, 동일 매설 깊이에서는 수심이 증가함에 따라 배관에서 발생하는 원주응력은 감소하고 있었다.