• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.736-742
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• 2010

This study was conducted to characterize on the relationships of rainfall intensity and infiltration rate of rainfall dependent on unit weight change in the gneissic weathered soil by a column test equipment. In this study, volumetric water content and pore water pressure were measured using TDR sensors and tensiometers at regular time intervals. Rainfall conditions including continuous rainfall and repeated rainfall were selected in order to know the effect of antecedent rainfall. In the condition of rainfall intensity 20mm/h and the unit weights of soil as $1.35g/cm^3$, $1.55g/cm^3$ and $1.61g/cm^3$, average rainfall infiltration rate was $2.814{\times}10^{-3}cm/sec$, $1.969{\times}10^{-3}cm/sec$ and $1.252{\times}10^{-3}cm/sec$ respectively. The higher rainfall intensity and lower unit weight of soil, the faster average infiltration rate. Overflow in the column was happened except rainfall condition of rainfall intensity 20mm and soil unit weight $1.35g/cm^3$. Increasing the soil unit weight, overflowed water was increased and occurrence time was faster.

• 설비공학논문집
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• 제30권4호
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• pp.195-203
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• 2018

Mohair is widely used as an airtight material for filling the gap between a window frame and sash. The purpose of this study is to investigate infiltration rate and opening force of sliding windows according to the mohair installation conditions. Infiltration experimental apparatus was set up, and the experimental results were applied to windows to find a correlation between infiltration rates and opening forces. When 4 rows of mohair were installed, the infiltration rate increase became 27.1% per clearance length increase of 1 mm, and the infiltration rate decrease became 5.7% per shortened length increase of 0.1 mm. For 4 rows of mohair, the opening force decreased by 28.2% as the clearance increased by 1 mm, and it increased by 9.3% as the shortened length increased by 0.1 mm.

• Ecology and Resilient Infrastructure
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• 제3권2호
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• pp.126-129
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• 2016

도시화로 인해 불투수 면적이 증가하면서 지하 침투량이 감소하고 강우 유출량이 증가하여 도시 침수 발생 가능성이 커지고 지하수 고갈 문제를 발생시키고 있다. 본 연구에서는 가로수 주위에 수분 및 영양을 공급할 수 있는 신개념 특수 가로수 보호판의 설치가 도시 내 침투량 개선에 미치는 효과를 평가하고, 시설의 배치에 따른 침투량 변화를 조사하였다. 침투관이 설치된 신개념 가로수 보호판은 토양으로는 빗물 침투량을 증가시키고 지면 위 수위 상승을 억제하였다. 따라서 개발된 신개념 가로수 보호판은 도시 도로변에서 저영향개발 (LID) 시설로서 효과적으로 적용될 수 있을 것으로 판단되었다.

• 설비공학논문집
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• 제25권9호
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• pp.493-498
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• 2013

The purpose of this study is to find the infiltration of detached houses, for energy consumption analyses. The pressurization and depressurization method is used to determine infiltration. Blower door tests are expressed in terms of ACH 50, which stands for the hourly air change rate at 50 Pa of fan pressure. The ACH 50 of existing Detached Houses ranges from 5 to 50. Air infiltration is related to construction year and accuracy, maintenance conditions, and so on. When estimating the infiltration of random detached houses, the year used can be the base value of the infiltration rate from 0.25 to 2.0 times/h. The maintenance conditions, construction accuracy and repair affect the air infiltration 0 to 0.5 times/h, 0 to 0.3 times/h, 0 to 1 times/h, respectively.

• 대한간호학회지
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• 제48권2호
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• pp.221-231
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• 2018

Purpose: This study aimed to compare the effects of three interventions on pain, blood pressure, and pulse rate during infiltration anesthesia in patients about to undergo gamma knife surgeries. Methods: The three interventions employed in a university-affiliated Hospital in J City, South Korea were as follows: EMLA cream plus Vapocoolant spray (Vapocoolant, n=30), EMLA cream plus 10.0% Lidocaine spray (Lidocaine, n=30), and EMLA cream only (EMLA, n=30). The equivalent control-group pre test - post test study design was used. Pain was assessed subjectively using the numeric rating scale (NRS) and objectively using a Galvanic Skin Response (GSR) tester. NRS scores were assessed after infiltration anesthesia and the GSR was assessed during infiltration anesthesia. Blood pressure and pulse rate were assessed twice: before and after infiltration anesthesia. Data were collected between August 3, 2016 and March 24, 2017. Results: NRS scores after infiltration anesthesia and the GSR during infiltration anesthesia were significantly lower in the Vapocoolant group than in the Lidocaine and EMLA groups (F=13.56, p<.001 and F=14.43, p<.001, respectively). The increase in systolic blood pressure (F=4.77, p=.011) and in pulse rates (F=4.78, p=.011) before and after infiltration anesthesia were significantly smaller in the Vapocoolant group than in the Lidocaine and EMLA groups; however, no significant differences were observed in diastolic blood pressures (F=1.51, p=.227). Conclusion: EMLA cream plus Vapocoolant spray was the most effective intervention to relieve pain and to lower increase in systolic blood pressure and pulse rate caused by infiltration anesthesia for stereotactic frame fixation. Thus, application of Vapocoolant spray in addition to EMLA cream is highly recommended as a nursing intervention for patients undergoing gamma knife surgeries.

• 한국토양비료학회지
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• 제13권1호
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• pp.1-6
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• 1980

강우강도가 100mm/hr인 인공강우기(人工降雨器)를 이용(利用)하여 밭토양의 강우침투성(降雨浸透性)을 조사(調査)하고, 침투수(浸透水)의 토양중재분포를 Youngs의 이론식(理論式)에 의(依)하여 추정(推定)한 것과 비교(比較)한 결과(結果)는 다음과 같았다. 1. 토양별 한계강우침투속도(限界降雨浸透速度)는 강우강도 100mm/hr 조건하(條件下)에서 식양토 내지(乃至) 식토(埴土)에서 10mm/hr 이하(以下), 양토에서 10~20mm/hr, 사양토에서 20~30mm/hr, 및 사토(砂土)에서 30mm/hr 이상(以上)으로 나타났으며, 한계강우침투속도(限界降雨浸透速度)에 도달(到達)하는 시간(時間)은 15~20분(分) 이었다. 2. 토양별 표토(表土)의 포화투수계수는 삼각사양토에서 0.47mm/min, 송정식양토에서 0.16mm/min, 그리고 전남미사질식양에서 0.14mm/min로 나타났다. 3. 강우후(降雨後) 토양수분의 재분포상양(再分布相樣)은 Youngs 이론식(理論式)에 의(依)하여 추정(推定)된 것과 거의 비슷한 경향이었다.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.628-631
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• 2007

One of the structural measures for the peak flow reduction is infiltration facilities. There are many types in infiltration facilities - infiltration basin, trench, bed, porous pavement, percolated subdrain, dry well. In this study runoff reduction effect of infiltration trench is analyzed by WinSLAMM. Runoff reduction effect is investigated by each design rainfall and temporal pattern of rainfall particularly. The biggest reduction is shown in Yen and Chow's temporal pattern of design rainfall and the smallest reduction is shown in Huff's first quartile pattern. Runoff reduction rate is presented about 6 to 14 percentage, and the larger return period, the smaller runoff reduction rate.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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• pp.362-369
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• 2003

A infiltration experiment of river water has been conducted to evaluate the applicability of electrical resistivity monitoring methods in an area containing gravelly deposits in Nagaoka, Japan. Apparent resistivity data, which are inverted to obtain the resistivity distribution, are measured with a newly developed system. This system can collect 490 data in an hour and be controlled with PC to store the data. Subsurface resistivity sections, which are obtained from two-dimensional nonlinear inversion of time-lapse apparent resistivity data, enable us to estimate the direction of the flow and the rate of infiltration. The infiltration rate is estimated to be $4.4{\times}10^4m/s$ in the early stage of the experiment when the infiltration process is dominant.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 세계 도시지반공학 심포지엄
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• pp.225-232
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• 2009

Infiltration of rainfall causes railway slopes to be unstable and may result in failure. Basic relationship between the rainfall and stability of railway embankment is defined to analyze its stability by rainfall. An experimental study for defining of infiltration rate of rainfall into slope is conducted in the lab. The results of Rainfall infiltration show that rainfall infiltration is not equal to infiltration as like reservoir because rate of rainfall infiltration is controlled by slope angle. Based on these results, boundary condition of rainfall is altered and various numerical analysis are performed. The variation of shear strength, the degree of saturation and pore-water pressure for railway slope during rainfall can be predicted and the safety factor of railway slope can be expressed as the function of rainfall amount, namely rainfall index. And suggested rainfall index is compared with the rail transport operation control which is used in KORAIL. It is judged that this rainfall index can be a good tool for the rail-transport operation control.

• 한국지반환경공학회 논문집
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• 제8권5호
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• pp.47-55
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• 2007

택지개발에 따른 불투수 면적의 증가는 호우 발생시 하천으로의 유출량과 첨두유량의 증가뿐만 아니라 첨두유출량의 발생시간도 감소하는 등 방재 측면에서도 불리한 여건이 심화되고 있다. 침투시설에 의한 우수유출 저감의 경우, 공법, 재료, 투수성능과 현장 여건에 따라 좌우되기 때문에 침투특성이나 정량적인 분석에 대한 연구는 아직까지 미흡한 실정이다. 본 연구의 목적은 표면재료에 따른 침투형 우수유출 저감시설의 침투 특성을 연구하는 것이며, 이를 실험을 통해 표면재료 및 강우강도를 변화시키며 실험장치에 의한 침투특성을 고찰하고, 표면재료의 이용에 따른 침투효과 및 특성을 분석하여 우수유출 저감시설의 기초연구자료로 활용할 수 있도록 하는데 그 의의가 있다. 본 연구에서는 택지개발시 토지이용을 참고하여 콘크리트 포장, 아스팔트 포장, 토사, 초지, 투수성 포장재 등 5가지로 구분하여 표면재료별 실험을 실시하였으며, 개개 실험별 강우조건은 20, 30, 50, 80, 100, 200mm/hr로 구분하여 수행하였다. 표면재료에 따른 침투율 실험 결과, 투수성 포장재의 경우 200mm/hr 이하에서 약 93%이상의 침투율을 확보할 수 있는 것으로 측정되었다. 다짐 흙과 초지의 경우에 종기침투율은 약 13%에서 약 67%까지 나타났으며, 또한 아스팔트 및 콘크리트 포장의 경우 대부분 직접 유출되고 종기침투율은 매우 적은 것으로 측정되었다. 우수유출 저감시설의 표면재료로 투수성 포장재를 사용하는 것이 침투량 확보측면에서 가장 유리하고 우수유출 저감시설의 목적인 방재 및 치수 측면에 활용할 수 있을 것으로 판단되었다.