• 한국물환경학회지
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• 제21권3호
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• pp.277-283
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• 2005

This paper aimed to compare the daily water quality as well as the hydrological data gathered for the past two years (2000 to 2001) between the two influent rivers of Paldang reservoir. The analysis also has been carried out to draw out the factors that affect the water quality at the dam site, where the main drinking water drawing point is located. The relationship between total amount of monthly rainfall and monthly inflow showed $r^2=0.74$ (p<0.05). The highest peak of inflow of influent rivers recorded in August and September (in the year of 2000) and July and August (2001). Average inflows of influent rivers in 2000 and 2001 are calculated at 209.0, 161.5 CMS (Bughangang), 268.6, 148.2 CMS(Namhangang), and 7.8, 5.0 CMS (Gyeongancheon). The formula which was driven from the relationship between inflow and COD load of influent rivers, explained that COD concentration in general increased with the inflow. But during the rainy seasons (July, August, and September), COD concentration decreased according to the increase of inflow. The daily rainfall and COD concentration(or load) during the rainy season (August and September in the year of 2000, July and August in 2001) indicated that the peak of COD load correspond with the rainfall, which decreased sharply after 3 or 4 days. The reason was thought that the high COD load was diluted rapidly by the rain flow. Water temperature, pH and conductivity measured at dam site decreased obviously when the inflow sharply increased. Peak period of total phosphorus concentration coincided with that of inflow. In rainy season, chlorophyll-a concentration decreased obviously as the inflow increased. The reason can be ascribed to the flushing effect caused by the operation of floodgate.

• 한국물환경학회지
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• 제22권1호
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• pp.91-96
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• 2006

Many small scale Sewage Treatment Plants (STPs) are currently being constructed at many rural areas. The STPs in rural area suffer from low concentration and large inflow quantity fluctuation during wet weather mainly due to illicit combined sewer system. Sequencing Batch Reactor (SBR) is a process effectively coping with these obstacles. The main objective of this study was to evaluate SBR with high hydraulic loading and low inflow concentration. The operating conditions tested were: organic loading rate = $0.17-0.42KgBOD/m^3/d$, hydraulic loadings = $12.1-61.5m^3/m^2/d$, average MLSS concentration = 2500 mg/L, F/M ratio = 0.026-0.17 KgBOD/Kg MLSS, HRT = 9-12 hr HRT, and SRT = 5.6-33.6 days. Organic loading rate on SBR did not impact significantly on BOD and SS removal efficiencies. To increase treatment efficiencies, low hydraulic loading rate with low concentration was required. The results suggested that low influent concentration with high inflow rates during wet weather requires extended time for settling.

• 한국응용곤충학회지
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• 제47권4호
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• pp.369-378
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• 2008

Imidacloprid를 처리한 후에 복숭아혹진딧물의 처음 반응은 처리농도에 따라 차이를 나타내고 있다. 복숭아혹진딧물의 구침이 식물체에 머무는 시간은 imidacloprid의 농도가 증가함에 따라서 증가하는 경향을 보였다. 잎에 침투한 imidacloprid의 농도는 HPLC를 이용하여 측정하였으며, imidacloprid가 잎에 잔류하고 있는 잔류량은 처리농도를 달리함에 따라서 약간의 차이를 나타내고 있다. 그렇지만, imidacloprid의 침투이행 비율은 침지시간이 길어질수록 높았으나, imidacloprid의 농도와 침지 시간사이의 잔류량은 상관관계가 없었다. 복숭아혹진딧물이 imidacloprid에 대하여 처음 반응하는 잔류량은 0.32-0.35mg/L에서 볼 수 있었다. 따라서 아마도 복숭아혹진딧물은 imidacloprid의 추천 농도보다 매우 적은량을 처리하더라도 인식할 것으로 생각된다. 복숭아혹진딧물은 EPG 기록을 시작하고 처음 3시간 동안 활발한 기주탐색행동을 한 후에 물관부와 체관부에서 흡즙행동을 보이고 있다. Imidacloprid를 처리한 후 90분 후부터 30분간 진딧물이 구침을 식물체로부터 빼는 행동이 늘어나게 되며, 물관부 혹은 체관부에서의 흡즙행동은 현저히 감소하게 된다. 특히 물관부에서의 흡즙하는 행동의 비율은 imidacloprid의 처리농도에 따라서 매우 달라지게 된다.

• 환경위생공학
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• 제10권1호
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• pp.12-24
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• 1995

I tried to evaluate the reason of the monthly variation of water quality according to the hydrologic character of Pal- dang reservoir inflow variation. The result of this study is as below; 1 ) COD, BOD, Total- nitrogen and Total- phosphate concentration increase generally according to the flux and Total- phosphate concentration is the most affected item by flux. 2) COD, BOD, Total- nitrogen and Total- phosphate concentration increase according the flux, but they begin to decrease at the below point ; COD · 1,154 CMS, BOD : 1,007 (CMS cubicmeter per second ) and Inflow- Concentration interrelation formula is as below; table omitted.

• 대기
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• 제25권4호
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• pp.659-667
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• 2015

In this study, sensitivity of inflow wind speed and turbulent Schmidt number to pollutant dispersion in an urban street canyon is investigated, by comparing CFD-simulated results to wind-tunnel results. For this, we changed systematically inflow wind speed at the street-canyon height ($1.5{\sim}10.0m\;s^{-1}$ with the increment of $0.5m\;s^{-1}$) and turbulent Schmidt number (0.2~1.3 with interval of 0.1). Also, we performed numerical experiments under the conditions that turbulent Schmidt numbers selected with the magnitude of mean kinetic energy at each grid point were assigned in the street canyon. With the increase of the inflow wind speed, the model underestimated (overestimated) pollutant concentration in the upwind (downwind) side of the street canyon because of the increase of pollutant advection. This implies that, for more realistic reproduction of pollutant dispersion in urban street canyons, large (small) turbulent Schmidt number should be assigned for week (strong) inflow condition. In the cases of selectively assigned turbulent Schmidt number, mean bias remarkably decreased (maximum 60%) compared to the cases of constant turbulent Schmidt number assigned. At week (strong) inflow wind speed, root mean square error decreases as the area where turbulent Schmidt number is selectively assigned becomes large (small).

• 한국물환경학회지
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• 제27권1호
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• pp.88-97
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• 2011

To identify the inflow and outflow characteristics of allchthonous organic matters and examine the change of allochthonous organic matter load pattern due to the climate change, we investigated the temporal variations of DOC and POC concentrations within inflow water and dam discharge water and spatio-temporal distribution of POM within the lake water in Lake Soyang which is the largest dam reservoir in Korea in 2006. Most of allochthonous DOC flowed into the lake water during initial rain and was not affected by the amount of precipitation, whereas most of allochthonous POC flowed into during concentrated heavy rain and the concentration of POC was significantly associated with the amount of inflow water and precipitation. Calculated annual allochthonous organic matter loads in Lake Soyang from 2003 to 2006 using the regression equation between the amount of inflow water and the concentration of POC indicate allochthonous organic matter loads are mainly affected by total influx and extreme influx of inflow water. The spatio-temporal distribution of POM indicated allochthonous organic matter of inflow river during flood period in July transported from upper part to middle and lower part of the lake a month later respectively along the middle layer of water column in Lake Soyang.

• 한국물환경학회지
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• 제28권2호
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• pp.238-246
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• 2012

Organic matters budget in Lake Hoengseong were monthly investigated from April 2009 to November 2009. The intense rainfall occurred at between July and August and the hydrological factors were highly varied during the rainfall season. By the concentrated rainfall, the elevation, influx and efflux were sharply increased and the turbid water was also flowed into the middle water column in Lake. The inflow of turbid water increased the nutrient concentrations in water body and this appears to stimulate of phytoplankton regard as the primary productivity of influx of organic matter. Monthly average concentration of dissolved organic carbon (DOC) was generally higher than the particulate organic carbon (POC) concentration in Lake, but Temporal and spatial variation of POC concentration was higher than DOC and the maximum POC concentration was recorded in surface water in August, had the highest phytoplankton biomass. Organic carbon concentration in inflow site was rarely changed during the dry season, but the concentration was rapidly increased by the initial intense rainfall. In organic matters budget, the most of the organic matters was inflowed from the inflow site at rainfall season. Especially, the influx of allochthonous organic matters during the intense rainfall was 72.4% in the total influx organic matters.

• 한국수자원학회논문집
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• 제45권3호
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• pp.243-252
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• 2012

본 연구에서는 측방유입의 수문학적 해석을 시도해 보았다. 측방유입의 순간단위도는 여러 개의 격자가 만들어 내는 순간응답의 합으로 나타내었으며, 이는 Muskingum 하도추적모형을 수문학적으로 재해석하여 지체와 저류를 고려한 순간단위도를 이용한 것이다. 유역형상에 따른 측방유입 순간단위도의 변화를 살펴보기 위해 임의로 사각형과 삼각형 유역의 가상유역을 설정하여 각각에 해당하는 순간단위도를 유도하였다. 유도된 순간단위도는 각각 선형하천모형과 선형저수지모형의 합으로 이루어지며, 유역형상에 따라 서로 다른 특징을 보이게 된다. 집중시간과 저류상수의 일반적인 정의를 이용하여 측방유입의 저류상수를 수식적으로 유도하였으며, 그 결과 측방유입의 저류상수는 유역의 폭과 길이 및 주하도의 수문학적 특성을 알면 쉽게 산정할 수 있음을 확인하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제27권3호
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• pp.1-10
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• 2022

Most wells developed in Jeju island before the enactment of the Groundwater Management Ordinance in 2002 are vulnerable to aquifer contamination due to inflow of upper groundwater having the high concentration of nitrate nitrogen, likely due to incomplete grouting in upper section of the wells. Although these wells require entire reinstallation, it is often necessary to rehabilitate the existing wells due to various constraints. Therefore, to identified the inflow section of contaminants, the thermal level sensor (TLS) technique was firstly applied for three wells, which enables to monitor temperature variations in every 50 cm depth. Then, the grouting material was injected to the upper section to prevent the inflow of upper contaminated groundwater into the entire aquifer. By applying TLS technique, it was found that the temperature deviations in the upper groundwater inflow section decreased sharply. Moreover, both the change in the concentration of nitrate nitrogen in the rainy/dry seasons and the average concentrations were found to decrease rapidly after grouting material injection. Consequently, the application of TLS proposed in the study turned out to be appropriate to prevent aquifer contamination.

• 유기물자원화
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• 제13권4호
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• pp.128-135
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• 2005

본 연구에서는 CFSTR(Continuous-flow Stirred-Tank Reactor) 형식의 반응조에 담체가 채워진 호기-혐기조합 공법에 따른 질산화 및 탈질화에 관한 효율의 증대와 유입수 및 침전조 상등액의 유량대비를 조절 하므로써 질소제거의 효율 증대에 관한 방법을 모색하고자 하였다. 탈질조 내의 탈질효율에 비례하여 포기 반응조 내의 질산성 질소 농도를 산출하고자 유입수와 침전조 내에서의 상등액을 탈질조로 반송하여 유입하고 유입수와 반송되는 침전조 상등액 유입의 유량대비를 통하여 최종적으로 반응조에 대한 질소제거의 효율을 파악하고자 하였다. 적절한 유량대비를 이용하였을 때 탈질조 내의 필요한 탄소원의 공급이 유입수로 통해 이루어지는 것으로 판단되어지며, 외부탄소원의 주입 없이 유입수 만으로도 완벽하게 탈질이 이루어지는 것을 확인 할 수 있었다. 하지만 유입수와 침전조 상등액의 유량대비에서 침전조 상등액의 유량비가 커지면 커질수록 유입수내의 탄소원의 유입이 줄어들기 때문에 이에 대한 탄소원의 농도에 대한 산정이 중요하다고 생각된다.