• 농업과학연구
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• 제45권3호
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• pp.521-532
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• 2018

In recent decades, the dry stream phenomena of small and medium sized rivers have been attracting much attention as an important social problem. To prevent dry stream phenomena, it is necessary to build an infrastructure that manages rivers. To accurately determine the progress of dry stream phenomena, it is necessary to continuously measure the discharge and other hydrological factors for small and medium sized rivers. However, until now, the flow data for small and medium rivers in Korea has been insufficient. To overcome the lack of supporting data for supporting rational decision-making in policy and project implementation, a short- and long-term hydrological model was developed that takes into consideration hydrological changes such as the increase of the impervious area due to urban development and groundwater pumping, the construction of a large-scale sewage treatment plant, the maintenance of stream-oriented rivers, etc. In the developed model, the distributed grid is represented by three layers: Surface flow, interflow, and groundwater flow. The surface flow and intermediate flow flowed along the flow direction, and the groundwater flow was calculated by a two-dimensional groundwater analysis model such that the outflow occurred in all directions without a specific flow direction. The effects of land use and cover on evapotranspiration and infiltration and the effects of multiple landscapes can be simulated in the developed model.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회 논문집
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• pp.1199-1203
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• 2005

Combined sewer overflows(CSOs) are themselves a significant source of water pollution. Therefore, the control of urban drainage for CSOs reduction and receiving water quality protection is needed. Examples in combined sewer systems include downstream storage facilities that detain runoff during periods of high flow and allow the detained water to be conveyed by an interceptor sewer to a centralized treatment plant during periods of low flow. The design of such facilities as stormwater detention storage is highly dependant on the temporal variability of storage capacity available(which is influenced by the duration of interevent dry periods) as well as the infiltration capacity of soil and recovery of depression storage. As a result, a contiunous approach is required to adequately size such facilities. This study for the continuous long-term analysis of urban dranage system used analytical Probabilistic model based on derived probability distribution theory. As an alternative to the modeling of urban drainage system for planning or screening level analysis of runoff control alternatives, this model have evolved that offer much ease and flexibility in terms of computation while considering long-term meteorology. This study presented rainfall and runoff characteristics or the subject area using analytical Probabilistic model. Runoff characteristics manifasted the unique characteristics of the subject area with the infiltration capacity of soil and recovery of depression storage and was examined appropriately by sensitivity analysis. This study presented the average annual COSs and number of COSs when the interceptor capacity is in the range 3xDWF(dry weather flow). Also, calculated the average annual mass of pollutant lost in CSOs using Event Mean Concentration. Finally, this study presented a dicision of storage volume for CSOs reduction and water quality protection.

• 설비공학논문집
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• 제27권9호
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• pp.449-454
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• 2015

In this study, the effects of lock operations on the infiltration rates for the two window types sliding and lift sliding (LS) are investigated through experiment and simulation. The airtightness levels of the two window types-with locks both on and off-were measured according to the KS F 2292 Test method of airtightness that is used for windows and doors. The air-flow rates of both window types with the locks on for a pressure differential of 10 Pa are $1.98m^3/(m^2h)$ and $1.68m^3/(m^2h)$, respectively; with the locks off, the air-flow rates of the sliding and LS windows are $2.64m^3/(m^2h)$ and $5.83m^3/(m^2h)$, respectively, whereby the air-flow rates are 33% higher for sliding and 247% higher for LS. The air change per hour (ACH) was calculated using the ventilation-simulation software CONTAM. For the sliding window, the ACH changed from 0.45 to 0.57 when the lock was operated from on to off, representing an increase of 27%. For the LS window, the ACH changed from 0.29 to 0.81, showing an increase of 179%.

• 한국재료학회지
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• 제4권3호
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• pp.259-267
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• 1994

프로판($C_3H_8$)을 반응가스로 사용하여 등온 저압화학기상침투법(low-pressure chemical vapor infiltration)으로 탄소/탄소 복합재료를 치밀화 할 때 반응온도, 반응가스농도, 가스유량, 반응압력 등의 제조공정변수들이 치밀화에 미치는 영향을 알아보기 위하여 실험계획법(Rdbust design method)에 의한 실험을 행하였다. 1회의 등온 저압화학기상침투 실험으로 탄소/탄소 복합재료의 부피 밀도와 표면과 내부의 부피 밀도의 차이를 특성치(characteristic value)로 한 실험계획법의 분산분석(analysis of variance)에 의하면 반응온도, 반응가스농도, 가스유량 등의 제고공정변수가 치밀화에 기여도가 높으며, 반응압력의 기여도와 제조공정변수들의 교호작용(interaction)에 의한 기여도는 낮은 것으로 나타났다. 반응온도가 $1100^{\circ}C$, 반응가스농도가 100% $C_3H_8$, 가스유량이 100 SCCM, 반응압력이 5torr인 조건에서 탄소/탄소 복합재료는 가장 높은 부피 밀도값을 나타내었으나 시편의 표면과 내부의 부피 밀도 차이값은 컸다.

• 한국습지학회지
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• 제20권1호
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• pp.63-71
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• 2018

강우유출 조건에서 침투도랑의 여과기작은 수리학적 조건에 따라 변화할 수밖에 없다. 침투도랑에서 유출시간에 따른 다양한 여과조건이 입자상 물질의 제거에 미치는 영향을 이해하는 것은 매우 중요하다. 본 연구에서는 도로강우 유출수 처리를 위해 설치된 우드칩 충진 침투도랑에서 일어나는 여과기작을 조사 분석하였다. 유출수문곡선을 몇 개의 영역으로 분리하고 각 영역에서의 여과 메커니즘을 분석한 결과 여과는 수직흐름과 수평흐름, 그리고 불포화 흐름, 부분 포화흐름, 그리고 포화흐름을 거치면서 진행되는 것으로 나타났다. 불포화 흐름조건에서는 입자상 물질의 제거효율은 55-76%를 나타냈으며 주요 기작은 물리적인 억류(trapping)로 나타났으며 유출유량이 크게 증가하여 침투도랑에서 포화흐름이 조성되었을 때 제거효율은 75-95%로 크게 증가하였는데 이는 확산기작의 작용 때문인 것으로 분석되었다. 강우 중단 후 유출량 감소로 침투도랑이 부분 포화흐름으로 전환되는 시점에는 음으로 하전된 공기와 물의 경계면의 존재로 여과효율이 감소한 것으로 추정된다. 강우시 급격히 변화하는 수리학적 조건에서 발생하는 흐름조건 및 여과 메커니즘과 이와 같은 인자가 여과효율에 미치는 영향을 도출하기 위하여 변수통제가 비교적 용이한 실험실 규모의 침투도랑에 대한 연구가 필요하다.

• 한국농공학회지
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• 제17권3호
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• pp.3833-3839
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• 1975

The object of this experiment is to find out some flow characteristics of water through sand layer, to prevent moving sands in the filters of the fill Dam, infiltration gallery, well and Deversion Weir. This experiment was accomplished with different particle Sizes of Six Samples and different hydraulic gradient. The results obtained are Summarized as follows. 1. The critical hydraulic gradients for laminar flow was found to be between 1 and 2 when the sand used had the effective diameter, D10 of between 0.18cm and 0.45cm. 2. The critical hydraulic gradients for different particle sizes of sands were varied considerably. 3. There was a negative correlation between critical hydraulic gradient and critical Velocity, and between effective particle diameter D10 and critical hydraulic gradient respectively. 4. In spite of relatively small variation of void ratio of sands used, the values of the coefficient of permeability varied considerably. There was a negative correlation between coefficient of permeability and void ratio.

• 농업과학연구
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• 제47권1호
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• pp.19-28
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• 2020

This study proposed a simple estimation method for irrigation return flow from paddy fields using the water balance model. The merit of this method is applicability to other paddy fields irrigated from agricultural reservoirs due to the simplicity compared with the previous monitoring based estimation method. It was assumed that the unused amount of irrigation water was the return flow which included the quick and delayed return flows. The amount of irrigation supply from a reservoir was estimated from the reservoir water balance with the storage rate and runoff model. It was also assumed that the infiltration was the main source of the delayed return flow and that the other delayed return flow was neglected. In this study, the amount of reservoir inflow and water demand from paddy field are calculated on a daily basis, and irrigation supply was calculated on 10-day basis, taking into account the uncertainty of the model and the reliability of the data. The regression rate was calculated on a yearly basis, and yearly data was computed by accumulating daily and 10-day data, considering that the recirculating water circulation cycle was relatively long. The proposed method was applied to the paddy blocks of the Jamhong and Seosan agricultural reservoirs and the results were acceptable.

• 한국물환경학회지
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• 제31권1호
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• pp.12-18
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• 2015

도시화는 자연적 물순환을 왜곡하고 다양한 오염물질을 배출하여 환경 및 생태계에 영향을 끼친다. 특히 도시화로 인한 수문특성의 변화는 지하수위 저하, 첨두유량 증가로 인한 도시홍수 유발, 비점오염물질 배출 부하량 증가 등의 영향을 끼치기에 한국을 비롯한 선진국에서는 강우유출수 관리방안으로 LID 적용을 국가적 목표로 하고 있다. 그러나 LID를 적용하였을 때의 수문학적 물순환 개선 및 환경적 효과에 대한 실험적 검증결과가 부족하여 LID의 적용과 확산이 낮은 수준이다. 따라서 본 연구에서는 LID 기술 중에서 침투도랑과 나무여과상자를 적용한 이후 수문학적 효과를 실험적으로 분석하였다. 본 연구에 적용된 침투도랑과 나무여과상자는 배수면적의 약 1%에 해당하는 면적을 가진 규모이며, 수문학적 효과 평가는 2010년 7월부터 2014년 7월까지 수행된 총 22회의 강우사상 모니터링 결과를 이용하였다. LID 적용 이후 침투와 저류로 인하여 첨두유량은 크게 감소하였으며, 첨두유량 발생시간도 크게 지체되는 것으로 나타났다. 또한 LID 시설의 침투와 저류기능은 강우유출수의 발생빈도, 유출발생시간 및 유출량을 크게 낮춘 것으로 나타나 LID 적용이 수문기능 회복에 크게 기여하는 것으로 분석되었다. 최대 첨두유량의 저감의 경우, 강우량이 30~40mm 정도일 때 침투도랑에서 약 61%였으며, 나무여과상자에서 33%였다. 이러한 연구결과로 볼 때 LID는 수문기능 개선에 크게 기여하는 것으로 평가되었으며, LID 설계시 저류능력과 배수면적이 중요한 설계인자가 될 수 있다는 결론을 도출하였다.

• Restorative Dentistry and Endodontics
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• 제31권4호
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• pp.257-262
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• 2006

에피네프린을 함유한 국소마취제가 치수혈류량에 미치는 영향을 관찰하고, 이 국소마취가 와동 형성에 의해 야기되는 치수의 혈류변화에 미치는 영향을 평가하고자 전신마취 된 아홉 마리의 고양이 견치에서 1 : 100.000 에피네프린이 함유된 2% 리도카인 용액으로의 국소 침윤마취 전후 및 와동형성 전후의 치수혈류를 laser Doppler flowmetry (Periflux 4001, Perimed Co.. Sweden)를 사용하여 측정하고 paired t-test 로 통계 분석하였다 . 상아질 와동의 형성은 치수혈류의 현저한 증가를 초래하였다 (p < 0.05). 에피네프린을 함유한 리도카인의 침윤마취는 치수혈류를 유의하게 감소시켰다 (p < 0.05). 국소마취 한 치아에서는 마취되지 않은 치아에 비해 와동형성 시 유의하게 적은 치수혈류의 증가를 나타내었다 (p < 0.05). 따라서 본 연구에서는 혈관수축제를 포함한 국소마취가 와동 형성에 의해 초래되는 혈류량의 증가를 효과적으로 억제할 수 있음을 보여주고 있다.

• 한국농공학회논문집
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• 제65권6호
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• pp.1-13
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• 2023

Irrigation return flow plays an important role in river flow forecasting, basin water supply planning, and determining irrigation water use. Therefore, accurate calculation of irrigation return flow rate is essential for the rational use and management of water resources. In this study, EPA-SWMM (Environmental Protection Agency-Storm Water Management Model) modeling was used to analyze the irrigation return flow and return flow rate of each intake work using irrigation canal network. As a result of the EPA-SWMM, we tried to estimate the quick return flow and delayed return flow using the water supply, paddy field, drainage, infiltration, precipitation, and evapotranspiration. We selected 9 districts, including pumping stations and weirs, to reflect various characteristics of irrigation water, focusing on the four major rivers (Hangang, Geumgang, Nakdonggang, Yeongsangang, and Seomjingang). We analyzed the irrigation period from May 1, 2021 to September 10, 2021. As a result of estimating the irrigation return flow rate, it varied from approximately 44 to 56%. In the case of the Gokseong Guseong area with the highest return flow rate, it was estimated that the quick return flow was 4,677 10³ m³ and the delayed return flow was 1,473 10³ m³ , with a quick return flow rate of 42.6% and a delayed return flow rate of 13.4%.