• 한국수자원학회논문집
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• 제35권5호
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• pp.611-618
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• 2002

본 연구에서는 우수유출저감시설 중 침투형 집수정의 효과를 규명하기 위하여 성남, 오산, 청주지역에 설치된 시범시설에서 실시간으로 현장계측을 수행하고 이들 자료를 분석하여 그 효과를 정량화하였다. 현장 강우자료와 수위 자료를 토대로 자 지점에 설치된 일반집수정과 침투집수정에서의 강우량에 따른 유출량을 비교하여 유출저감율과 첨두유량저감율을 총강우량, 평균10분강우강도, 최대10분강우강도에 따라서 각각 비교 분석하였다. 각 지점의 현장자료를 통하여 침투집수정의 강우량에 따른 유출량을 일반집수정과 비교한 결과 1개의 침투집수정이 평균 70%의 총유출량저감율과 40∼70%의 첨두유량 저감효과를 나타내었다.

• 한국물환경학회지
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• 제24권1호
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• pp.107-117
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• 2008

Infiltration facilities are effective instruments to mitigate flood and can increase base runoff in urban watersheds. In order to analyze effects of infiltration trenches physical model experiments were conducted. The physical model facility consists of two soil tanks, artificial rainfall generators, tensiometers, and piezometers. The experiment was conducted by nine times and each case differed in rainfall intensity, rainfall duration and the type of ground surface. Measured quantities in the experiments are as follows: surface runoff, subsurface runoff, trench pipe runoff, groundwater level, water content, etc. The following resulted from the model experiment: The volume of subsurface runoff at trench watershed was maximum 78.3% compared with rainfall. This value is bigger than that of ordinary rate of subsurface runoff, and shows a groundwater recharge effect of trench. The time of runoff passing through the trench became earlier and the volume of runoff became larger with the increase of inflow into the trench, while trench exfiltration into ground became relatively smaller. The results of this study presented above show that infiltration trenches are effective instruments to increase base runoff during dry periods.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2006년도 하계학술발표대회 논문집
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• pp.369-374
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• 2006

Quantification of infiltration rate is an important issue in HVAC system design. The infiltration in buildings depends on many uncertain parameters that vary with significant magnitude and hence, the results from standard deterministic simulation approach can be unreliable. The authors utilize uncertainty analysis In predicting the airflow rates. The paper presents relevant uncertain parameters such as meteorological data, building parameters (leakage areas of windows, doors, etc.), etc. Uncertainties of the aforementioned parameters are quantified based on available data from literature. Then, the Latin Hypercube Sampling (LHS) method was used for the uncertainty propagation. The LHS is one of the Monte Carlo simulation techniques that is suited for our needs. The CONTAMW was chosen to simulate infiltration phenomena in a residential apartment that is typical of residential buildings in Korea. It will be shown that the uncertainty propagating through this process is not negligible and may significantly influence the prediction of the airflow rates.

• 한국지열·수열에너지학회논문집
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• 제19권2호
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• pp.1-7
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• 2023

In this study, in order to reduce the amount of infiltration generated from windows among the heat loss generated in the building, energy shutters were installed on the windows to conduct experiments on the change in internal temperature and amount of infiltration due to the pressure difference between the environmental chamber and the pressure box. As a result of the experiment, when the pressure difference was 0Pa, the initial temperature of the pressure box of window was higher than that of the pressure box of the energy shutter, but when the pressure difference occurred, the internal temperature of the pressure box of the energy shutter was higher. In addition, the amount of infiltration of the energy shutter was lower than that of the windows in all experimental conditions, and it was concluded that the reduction rate of the infiltration load (of the energy shutters) could be reduced by 53.3% compared to that of the windows.

• 한국지반환경공학회 논문집
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• 제20권12호
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• pp.49-55
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• 2019

사면 붕괴에 대한 해석은 지반특성과 여러 가지 복합적인 인자들로 인해 정확한 해석은 어려운 것이 사실이다. 지속적으로 발생하는 사면재해로 인하여 사면재해 발생 원인을 규명하기 위한 많은 연구가 이루어지고 있지만, 사면 붕괴의 가장 중요한 요소인 강우특성 및 강우로 인한 침투능에 따른 사면 안정성 평가는 미흡한 실정이다. 본 연구에서는 주문진표준사를 이용하여 단위중량별 정수위 투수시험을 통한 투수계수를 산정하였으며, 투수계수와 강우강도의 영향을 고려하여 침투능 및 침투량을 산정할 수 있는 강우강도별 일차원 침투실험을 실시하였다. 실험결과를 바탕으로 사질토지반에서의 기존 경험식의 적용성을 분석하였다.

• 한국토양비료학회지
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• 제46권4호
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• pp.281-287
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• 2013

Due to its high salt content and poor physical properties in reclaimed tidal lands, it is important to ameliorate soil physical properties to improve the efficiency of desalination. The objective of this study was to evaluate the changes of soil properties at Saemangeum reclaimed tidal saline soil with various soil amendments. Field experiment was conducted at Saemangeum reclaimed tidal land in Korea and the dominant soil series was Munpo series (coarse loamy, mixed, nonacid, Mesic, Typic, Fluvaquents). Woodchips, crushed-stone, oyster shell, coal bottom ash, and rice hull were added as soil amendments and mixed into surface soil to improve soil physical properties. There was large variability in soil hardness, but oyster shell treatment was significantly lower soil hardness at surface layer. Soil hardness was not significantly different below 15 cm depth. Infiltration rate was also significantly greater at oyster shell treatment. This may be due to the leaching of Ca ions from oyster shell and improved soil properties. However, there was no statistical significant difference of the soil bulk density, moisture content, and porosity. Improved physical properties increased desalinization rate in soil and retarded the resalinization rate when evapotranspiration rate was high. Although soil salinity was significantly decreased with oyster shell amendment, soil pH was increased that should be made up as a soil amendment. Our results indicated that oyster shell application increased infiltration rate and improved soil hardness, and thus oyster shell could be used to improve soil salinity level at Saemangeum reclaimed tidal saline soil.

• 대한정형외과학회지
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• 제56권3호
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• pp.208-214
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• 2021

목적: 급성 골다공증성 요추 골절 환자에서 척추 변형의 진행을 예측할 수 있는 여러 인자들 중 척추의 자기공명영상 촬영에서 척추 주변 근육의 정량적 분석을 통해 척추 기립근 및 다열근의 감소와 후만각의 변형의 상관관계를 알아보고자 한다. 대상 및 방법: 이 연구는 2007년 1월부터 2018년 3월까지 단일 분절의 급성 요추 골절로 진단되어 보존적 치료 중인 환자를 대상으로 하였다. 다열근 및 척추 기립근의 감소는 지방으로 변성된 비율을 통해 확인하였고 이는 진단 당시 촬영한 요추 자기공명영상 촬영을 사용하여 측정되었으며, 지방으로 변성된 비율은 총 지방 침윤율로 정의하였다. 1년 추적 관찰에서 요추의 측면 방사선 사진에 기초하여 추체 압박률, 콥스각 및 쐐기각을 측정하였다. 피어슨 상관 계수를 분석하여 통계적 유의성을 확인하였다. 결과: 연구 대상은 129명으로 30명은 남자, 99명은 여자를 대상으로 하였다. 평균 연령은 71.28±9.55세, 평균 BMD 점수는 -3.53±0.79 g/cm², 평균 지방 침윤율은 15.20%±11.99%였다. 지방침투율은 수상 당시 나이(R=0.373, p<0.001)와 양의 상관 관계가 있었지만, BMD 점수(R=-0.252, p=0.004)와는 음의 상관 관계를 보였다. 1년 후 추적관찰하여 확인한 결과에서 지방 침윤율은 추체 압박률(R=0.369, p<0.001) 및 콥스각(R=0.386, p<0.001)과 양의 상관 관계를 보였다. 요추 골절이 아래 분절로 내려 갈수록 추체 압박률(R=-0.191, p=0.030) 및 후만각(R=-0.428, p<0.001)은 감소하는 경향이 있었다. 결론: 급성 골다공증 요추 골절 환자에서 지방 침윤율은 보존적 치료를 위한 중요한 예측 인자가 될 수 있다. 지방 침윤율이 높은 환자의 예후는 환자 교육 과정에서 설명을 해야 하며 단기 외래 환자 후속 조치를 통해 환자를 면밀한 모니터링이 필요하다.

• 대한토목학회논문집
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• 제7권3호
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• pp.23-31
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• 1987

유기물(有機物)을 제거(除去)키 위한 토양처리(土壤處理) system에 있어서 특히 급속토양삼투법(急速土壤渗透法)은 다른 토양처리방법(土壤處理方法)에 비(比)해 기온(氣溫) 변화(變化)에 대한 제한(制限)을 덜 받고 수지면적(數地面積)을 적게 요구(要求)하는 것으로 알려져 있다. 따라서 급속토양처리(急速土壤處理)에 대한 본(本) 연구(硏究)에서는 유기물(有機物) 제거율(除去率)과 침투율(浸透率), 생물학적(生物學的) 산소흡수(酸素吸收)에 따른 용존산소(溶存酸素)의 변화(變化), 그리고 pH 등을 사토(砂土)를 채운 실험통(實驗筒)을 이용(利用)하여 규명코자 했으며 또한 단위면적당(單位面積當) COD 제거량(除去量) 및 TKN으로부터의 질산화율(窒酸化率) 등을 구(求)하였다. 그 결과(結果)는 다음과 같다. 1) 사시(砂尸)이 1m 이상(以上)인 경우 침투율(浸透率)이 15~20cm/day 이하(以下)에서는 COD제거(除去)가 90% 이상(以上)으로 안정(安定)하게 유지되며 지하수위(地下水位)까지의 깊이를 고려(考慮)하면 침투오염물(浸透汚染物)로 인(因)한 오염(汚染)영향은 매우 작다고 본다. 2) 단위면적당(單位面積當) COD 제거량(除去量)은 적절(適切)한 운영하(運營下)에서 10~14g/day를 쉽게 기대할 수 있고 기질분해(基質分解)는 대부분(大部分) media표층(表層)에서 이루어지는 것으로 판단된다. 3) 일반적(一般的)으로 TKN의 $NO_3{^-}$-N으로의 전환(轉換)은 상당한 체류시간(滯留時間)이 주어진다면 COD제거율(除去率)에 비례(比例)한다고 본다.

• 한국농공학회논문집
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• 제53권6호
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• pp.121-128
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• 2011

Long-term water treatment performance analysis was conducted for the constructed wetland treating agricultural tailwater. Studied wetland was established in 2001 and operated from June, 2002 to November, 2010. Wetland vegetation cover was shown over 90 % coverage after 2005. According to vegetation development, accumulation of sediment nutrient was observed; Organic Carbon, T-P and T-N. In addition, DO concentration and temperature was decreased in the constructed wetland output. An infiltration rate also significantly decreased due to compaction of wetland soil. A runoff coefficient was increased due to the low infiltration rate after 2005. A T-N, TSS and Chl.a removal rate was maintained constantly. However, the T-P removal rate was slightly decreased along to wetland operation because low DO concentration could increase elution of phosphorus from sediment. After constructing open water, the T-P removal rate was increased. This is because open water could accelerate the reaearation process. Consequently, over three years of vegetation development could be helpful for wetland performance. In addition, DO concentration is important factor to maintain the T-P treatment.

• 한국농공학회지
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• 제43권2호
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• pp.59-68
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• 2001

A water balance analysis was performed for a paddy field neighboring the Dongchang stream, downstream of the Unmun reservoir, which is constructed for the urban water supply. Daily rainfall data were collected and irrigation water flow rate, drainage flow rate, evaportranspiration, infiltration, and piezometeric head were measured in the field. The flow rates were continuously observed by water level logger during the growing season. The evaportranspiration and the infiltration were measured by N-type depletion meter and cylindrical infiltrometer, respectively. PVC pipes with 12mm diameter were used for piezometric head measurement. Total Irrigation and drainage flows were 3,608mm and 1,170mm in 1999, and 3,971mm and 1,548mm in 2000, respectively. The mean and range of the daily infiltration rate were 4.4mm/d and 3.4mm/d to 5.5mm/d in 1999 and 5.1mm/d and 4.1mm/d to 6.5mm/d in 2000, respectively. The net ground water flow including the change of soil water storage was 2,855mm in 1999 and 2,540mm in 2000. The evapotranspiration was 458.3mm in 1999 and 553.5mm in 2000. The range of daily evapotranspiration rate was from 1.6 to 8.7mm/d. The return flow ratio was about 32% in 1999 and 39% in 2000 and three year average was 35% including previous study in 1997. The amount of irrigation water was much higher than design standards or references in this study, This was caused by the inadequate water management practice in the area where water was oversupplied on farmers’ request rather than following sound water management principles.