• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.1614-1618
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• 2007

분포형 수문모형은 유역을 격자단위로 세분화하여 매개변수를 부여하고, 증발산, 침투, 지표면유출, 중간유출, 지하수유출, 하도흐름 등 여러 가지 수문요소를 해석하는 종합적인 수문모형이다. 지표면에 내린 강우의 증발 및 침투, 유출은 토양수분의 함량에 크게 의존하게 된다. 따라서 토양수분에 대한 적절한 모의가 분포형 수문모형의 정확도를 좌우하는 핵심이라 할 수 있다. 토양수분은 식물의 생장 및 가용수자원 산정 등에 있어서 중요한 요소로서 토양층 상부의 수 미터 내에 존재하는 수분의 양을 일컫는다. 토양수분의 공간적 시간적 특성들은 증발, 침투, 지하수 재충전, 토양침식, 식생분포 등을 지배하는 매우 중요한 요소라 할 수 있다. 강우로 인한 지면과 지표하에서의 순간적인 포화공간의 형성 및 유출의 생성을 포함하는 과정과 증발산 등은 모두 비포화대(vadose zone) 혹은 토양층에서의 토양수분의 함량에 크게 의존하게 된다(이가영 등, 2005) 본 연구에서는 토양수분에 대한 정밀측정 자료가 있는 설마천 유역 범륜사 사면에 대하여 분포형 수문모형의 토양수분 해석 능력을 평가하고자 하였다. 토양수분 모의에 사용된 격자기반의 분포형 수문모형은 미공병단에서 개발한 GSSHA(USACE, 2006) 모형이다. 모형의 입력자료는 정밀토양도와 현장측정에 의한 토양매개변수를 반영하여 구축하였고, 강우 및 기상자료는 2003년 1월 1일 ${\sim}$ 2004년 12월 31일의 1시간 자료를 이용하였다. 모의기간 중 2003년은 초기 토양수분값 등 초기조건의 영향을 줄이기 위한 웜업 (Warm-up)기간으로 설정하였고, 2004년의 모의결과를 토양수분 관측값과 비교하였다.업지역, 상업지역 등과 같이 지형적 특성에 따른 유량측정망을 구축하는 것이다.의 의사결정 지원 도구가 될 것이다. 따라서, 본 연구에서는 도시유역의 물순환 해석을 위한 일련의 과정, 즉 자료의 조사 및 취득에서부터 물순환 해석 모형을 이용한 정량적 현황파악, 물순환 개선 기법 및 평가를 수행함에 있어 주요 착안점 및 실무에서의 기술적 가이드를 제공하고자 하였으며, 보다 세밀한 도시유역의 물순환 해석을 위하여 우리나라와 일본에서 적용이 활발한 물리적 기반의 분포형 모형(WEP, SHER, SWMM)의 적용사례를 통하여 국내 도시하천의 물순환 해석에 활용함에 있어서의 실질적인 적용절차 등을 제시하고자 하였다. 한다.호강유역의 급격한 수질개선을 알 수 있다.世宗實錄) $\ulcorner$지리지$\lrcorner$(地理志)와 동년대에 동일한 목적으로 찬술되었음을 알 수 있다. $\ulcorner$경상도실록지리지$\lrcorner$(慶尙道實錄地理志)에는 $\ulcorner$세종실록$\lrcorner$(世宗實錄) $\ulcorner$지리지$\lrcorner$(地理志)와의 비교를 해보면 상 중 하품의 통합 9개소가 삭제되어 있고, $\ulcorner$동국여지승람$\lrcorner$(東國與地勝覽) 에서는 자기소와 도기소의 위치가 완전히 삭제되어 있다. 이러한 현상은 첫째, 15세기 중엽 경제적 태평과 함께 백자의 수요 생산이 증가하자 군신의 변별(辨別)과 사치를 이유로 강력하게 규제하여 백자의 확대와 발전에

• Korean Journal of Remote Sensing
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• v.11 no.3
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• pp.117-127
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• 1995

In this paper several methods for retriving appropriate values of effective soil moisture contents from natural soil surfaces are introduced and compared each other. The soil medium has usually a nonuniform moisture profile; i.e., relatively dry at the top layer and relatively wet at the bottom layer. The effective soil moisture represents the quantitative value of soil moisture of the inhomogeneous soil medium in an average sense. A simple method is an arithmetic averaging of soil moisture values obtained from several layers of a soil surface. Otherwise, the penetration depths can be computed from a homogeneous and an inhomogeneous soil surfaces and compared in order to obtain the effective soil mosture. The other method is to obtain the effective soil moisture by comparing the reflectivities from both of a homogeneous and an inhomogeneous surfaces. Those methods are compared and the reflectivity technique is examined in more detail since the rader scattering is dominated by the reflectivity instead of the penetration.

• Journal of Korean Society of Forest Science
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• v.81 no.4
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• pp.357-362
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• 1992

To understand water flow path in the cells of Robinia pseudoacacia and Pyrus ussuriensis and obtain color wood from them, this experiment was performed by penetrating 0.5% acidic fuchsin and 0.5% fast green solution into the living wood of them. A comparison was made of the wood structure and water flow path from Robinia pseudoacacia containing the ring-porous wood with tyloses, and Pyrus ussuriensis including solitary diffuse-porous wood with distinct fiber pits. The dye penetrated into vessel elements in the early wood of two growth rings from bark in Robinia pseudoacacia, but permeated all xylem in fonts ussuriensis. In Robinia pseudoacacia, the vessels of heart wood and intermediate wood were not stained because of tyloses.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.397.2-397.2
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• 2014

유기 발광 다이오드 (OLED)의 상용화를 위해 해결해야할 기술적 문제 중하나는 장수명이다. OLED에 적용된 유기물 층은 수분과 산소에 취약하여 소자 수명을 단축하는 요소로 작용하는데, 이를 해결하기 위해 유기물을 보호하며, 유기물 내로 침투되는 수분과 산소를 제어하기 위한 보호 층의 증착이 필수적이다. 필수적이다. 본 연구에서는, 사이클 화학 기상 증착법(C-CVD)을 이용하여 SiN/SiCN/SiN 구조의 무기 박막을 증착하여 유기물 보호층으로서의 적용 가능성을 제시하고자 한다. 이 때 각층의 두께는 각 각 10 nm이다. 증착된 다층 무기 박막은 비정질 상으로 수분 침투 보호막으로서 적당하다. 다층 무기 박막의 수분에 대한 저항성은 칼슘을 이용한 투과도 변화를 이용하여 측정하였다. 칼슘을 이용한 투과도 측정을 위해 고분자 PEN 필름위에 칼슘을 60nm 두께로 증착 시키고, 이어서 무기물인 SiN/SiCN/SiN의 다층 박막을 확산 방지층으로 증착 하였다. 제작된 소자는 온도 $85^{\circ}C$, 상대습도 85%의 가혹 조건에서 시간에 따른 표면 변화 및 투과도의 변화를 측정하였다. SiN/SiCN/SiN 구조를 갖는 무기 박막 층의 투습도는 3000시간까지는 $3.2{\times}10-5g/m/day$를 유지하였다. 이는 OLED 소자의 상용화를 위한 요구 조건에 근접한 값이다. 그러나 투습도는 측정 시간이 6000시간이 지난 후에 급격 증가하는데 이것은 30nm 두께의 SiN/SiCN/SiN의 확산 방지층에 임계 수명이 존재 한다는 것을 의미 한다고 할 수 있다. C-CVD 기술에 의해 제조된 다층 무기 박막 보호 층의 경계면에서 각 층간의 intermixing 현상이 관측되었으며, 이는 무기물 층의 결함과 핀 홀을 통해 내부로 확산 되는 수분의 침투 경로를 효과적으로 제어할 수 있는 방법이다. 본 연구 결과는 유연 기판 상에 제작된 OLED 소자에 적용 가능한 기술로서 소자 수명의 연장 뿐만 아니라 경량화에도 기여할 수 있는 기술이다.

• Journal of the Korean Recycled Construction Resources Institute
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• v.9 no.4
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• pp.609-616
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• 2021

In this experimental, water-repellent powder, which is a metal salt-based inorganic substance, and natural zeolite powder, which is a pozzolan-based material, were mixed into cement mortar, and their physical properties and resistance to moisture were confirmed. It was confirmed that the test specimen using natural zeolite at the same time had excellent resistance in the water permeation test and the chloride penetration test as compared with the test specimen in which the inorganic metal salt-based water-repellent powder was mixed alone. When a metal salt-based water-repellent powder is used, it cannot be uniformly dispersed inside water due to its insoluble property, and is limited to the surface. When used at the same time as natural zeolite, the setting time at the initial stage of hydration is fast due to the pozzolan reaction, and the water-repellent powder adheres to the porous of the natural zeolite and is evenly distributed inside the test specimen to generate some water resistance.

• Korean Journal of Soil Science and Fertilizer
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• v.17 no.1
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• pp.12-17
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• 1984

In order to find out the effects of soil conditioner treatment on the water movement in sandy loam and silt loam soils were treated with two different kinds of soil conditioners, hydrophobic Bitumen 0.4% or hydrophillic Uresol 0.6%, and the changes of wetting angle (soil-water contact angle), penetrability and diffusivity were measured. The results were summarized as follows: 1. Uresol 0.6% treatment decreased the wetting angle of sandy loam more than $10^{\circ}$, but there was no big difference in silt loam. 2. Sandy loam soil was changed to almost hydrophobic and the wetting angle of silt loam soil was increased to $84.9^{\circ}$ as compared to $76.0^{\circ}$ of untreated soil by Bitumen 0.4% treatment. 3. By Uresol treatment, penetrability of sandy loam was doubled but there was not difference in silt loam, and it was decreased to half in two soils by Bitumen treatment. 4. A significant positive correlation between penetrability and the cosine of wetting angle was recognized. 5. Soil water diffusivity was greatly changed by soil conditioner treatment, and the big differences were appeared at lower soil moisture content.

• Asian Journal of Turfgrass Science
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• v.18 no.2
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• pp.97-104
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• 2004

Anaerobic soils limit the amount of free oxygen available in the rhizosphere and therefore will impede grass root development and restrain nutrient availability for turf growth. An in-situ study was conducted on existing greens to investigate the relationship between $CO_2$ content in the rhizosphere and turf quality. Nine greens were selected in the study. On each green, five 1-m diameter circular plots were randomly selected for conducting the experiment. The greens were sampled 7 times from August, 1998 to August, 1999. Data collected from each plot included turf quality index, $CO_2$ content, and physical properties of the rooting mixtures. Turf quality declined drastically when $CO_2$ content in rhizosphere increased to $5\;to\;6{\mu}LL^{-1}$ during the late summer season. The $CO_2$ content increased as water content in the root zone increased, but was inversely related to infiltration rate. Cultivation of a golf green may reduce $CO_2$ content in the rhizosphere, but the benefit of cultivation decreased with time.

• Horticultural Science & Technology
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• v.18 no.6
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• pp.839-844
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• 2000

In developing of soil wetting agents using the mixture of polyoxyethylene octylphenyl ether [$C_8H_{17}O$ $(C_2H_4O)_{10}H$, POE] and polyoxyethylene+polypropyleneoxide tridecylether (1:1, w/w, CM-1), the effect of base carriers such as zeolite and vermiculite on changes of concentration of POE and on initial wetting of peat-vermiculite media were determined. The concentration of POE in the treatment of zeolite was higher than that of vermiculite. The treatments of POE+CM-1 with zeolite or vermiculite as carrier were effective in initial water retention of root media having about 510 mL of water per pot, where those of AquaGro and control had 490 mL and 400 mL of water per pot, respectively. In the evaporative water loss, the treatment of zeolite and AquaGro were faster than those of control and vermiculite. The treatment of AquaGro had faster water movement in root media than those of POE+CM-1 regardless of carriers and same trends were observed in the volume of water infiltrating into root media. Also, increasing the amount of POE+CM-1 resulted in increased water retention capacity, evaporative water loss, water movement in root media and amount of water infiltrating into root media.

• Journal of the Society of Disaster Information
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• v.11 no.3
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• pp.318-328
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• 2015

Effective urban flood reduction and restoration of natural water cycle at present include the application of permeable pavements. The application of permeable pavement addresses urban water cycle and disaster related events which gained attention internationally. However, few researches have been conducted to investigate unsaturated behavior and evaluate the water characteristics curves of these type of pavement materials most especially in the unsaturated state. In this study, first the saturated permeability and the soil-water characteristics curve of a pervious concrete are evaluated based on laboratory tests, and, based on experimental results, the infiltration of permeable pavement system is numerically modelled. In the soil-water characteristics curve of a pervious concrete, the volumetric water content drops very steeply after the air entry value with increasing matric suction. From the finite element analyses, the performance of the permeable pavement when compared to impermeable pavement, confirmed that the whole system effectively delayed and reduced runoff.

• Ecology and Resilient Infrastructure
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• v.3 no.2
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• pp.126-129
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• 2016

The risk of flooding and groundwater depletion is increasing due to the increase of impervious area in an urban area that reduces the volume of infiltration and increases the outflow of rainwater. The objective of this study is to examine the impact of installation of roadside tree protectors with infiltration pipes in terms of the change of the infiltration rate. Through this study, it has been attested that roadside tree protectors with infiltration pipes increased the infiltration rate and decreased water level on the ground, and could be applied in an urban area as the low impact development (LID) facilities.