아열대 지역 적응 자포니카 중간모본 밀양375의 주요 농업 적 특성 및 품질관련 특성을 분석한 결과는 아래와 같다. 1. 아열대지역인 국제미작연구소에서 밀양375는 파종 후 85 일에 출수하였다. MS11보다 11일정도 늦었고, 아열대지역의 표준품종인 IR64호와 비슷하였다. 2. 주요 농업적 특성 및 수량성을 분석한 결과는 밀양375의 간장은 74.9 cm로 자포니카 품종인 MS11보다 약 5.2 cm 정도 큰 편이였고, 쌀수량은 346 kg/10 a로 MS11의 수량 262 kg/10 a보다 32% 증수되었고, IR64의 수량 337 kg /10 a와 비숫하였다. 3. 주요 품질관련 특성을 분석한 결과, 밀양375는 장폭비 1.78정도의 단원립이면서, 단백질 함량이 낮고, 아밀로스 함량 이 낮아 찰기가 양호하며, 밥의 윤기가 높은 계통이였다. 4. 주요 농업적 특성의 상관분석 결과 쌀수량과 출수기 (0.899). 수당립수(0.851), 간장 (0.832) 및 수장(0.685) 순으로 정의 상관관계를 나타내었고, 수수와 천립중은 부의 상관관계를 나타내었다. 5. phylogenetic tree를 분석한 결과는 밀양375는 국내 육성 자포니카 중만생종과 같은 그룹으로 분류되었으며, 아열대 지역 적응 자포니카 품종인 MS11과 다른 그룹으로 분류되었다. 따라서, 아열대 지역 자포니카 품종 육성을 위한 새로운 중간 모본으로 활용성이 높은 것으로 판단된다.

본 연구는 수입에 의존하고 있는 꽃가루의 안전성을 검토하기 위하여 수행되었다. 수입된 사과 꽃가루에서 동정된 세균은 6종류로 나타났으며, 복숭아 꽃가루에서는 4종 배 꽃가루에서는 5종 키위 꽃가루에서는 5종의 세균이 검출되었다. 이 중 사과와 복숭아에서 분리된 Pantoea ananatis와 Pantoea agglomera는 2007년 검역대상 병으로 고시되었다가 현재는 국내에서 발견되어 보고되어있는 세균이다. 꽃가루에서 분리된 세균 20종을 담배에 접종하여 과민성반응을 조사한 결과 총 9종의 세균이 과민성반응을 일으키는 것으로 나타났다. 아세톤 처리에 따른 세균의 밀도는 대조구와 비교하여 감소하는것으로 나타났다. 아세톤을 처리한 후 발아율을 검정한 결과 사과 꽃가루는 37%에서 13%로 발아율이 떨어졌으며, 복숭아는 39%에서 22%로 떨어졌다. 배 꽃가루 역시 32%에서 19%로 발아율이 떨어졌으며키위의 38%에서 3%로 가장 많이 떨어지는 것으로 나타났다.

The purpose of this experimental research was focused to improve the quality of the effluent and the yielded sludge when the papermill wastewater was treated by the indirect aerated submerged biofilter as a second treatment method of papermill wastewater. Changing the various experimental factors(Nutrient additions or not, HRT, F/M ratio, recirculation ratio, etc) with indirect aerated biofilter, the results obtained are as follows. 1. Because of the microbes concentration could be sustained to $9,000mg/l$ in submerged biofilter and then the volumetric organic loads could be increased to $2.7kg-BOD/m^3/day$(that of activated sludge is $0.8kg-BOD/m^3/day$), the reactor volume can be reduced to one third of the activated sludge treatment. 2. Because of the yield coefficient(Y) and the endogenous decay coefficient(kd) were revealed 0.4 and 0.07/d, the yielded sludge volume was reduced by for compared with that of the activated sludgg process. 3. The concentration of the sloughed sludge in the reactor was 2.62~4.01%, so the thickener could be omitted in the papermill wastewater sludge treatment process. 4. When the operating was conducted at HRT of 4hrs, the treatment efficiencies of BOD and COD were obtained 80% and 70%, Therefore operating time can be reduced to one half of the activated sludge treatment.

It follows in quality and sewage exclusion method of the investigation objective sector and the Combined Sewer Overflows which is suitable in regional characteristics and the confluence area against the rainfall initially a flow and the medulla and measurement - it analyzes the initial rainfall outflow possibility control plan which is suitable in the domestic actual condition and it proposes the monitor ring plan for the long-term flow and pollution load data accumulation. From the research which it sees the Infiltration water/Influent water and CSOs investigation it passes by the phase of hazard chain and Namwon right time 4 it does not hold reverse under selecting, Measurement it used the hazard automatic flow joint seal Sigma 910 machine and in case 15 minute interval of the I/I, it measured a flow at case 5, 15 minute standing of the CSOs. The water quality investigation for the water leakage investigation of the I/I and the sewage from the point which is identical with flow measurement during on-the-spot inspection duration against 6 items which include the BOD sampling and an analysis, when the rainfall analysis for CSOs fundamental investigation analyzed against 18 items which include the BOD sampling. Consequently, for the optimum interpretation invasion water / inflow water of the this investigation area day average․the lowest flow - water quality assessment veterinarian optimum interpretation hazard average per day - lowest flow - it averages a medulla evaluation law department one lowest flow evaluation technique and it selects, it presentation collectively from here it gets, position result with base flow analysis of invasion water / inflow water.

When the Juam multipurpose dam which is connected with existing large water supply facilities is finished, water environment is changed from stream to lake. The changed quality of water should be examined. In this study, the result of water quality forecasting is analysed and an effective management plan of water quality is presented. In this study, the WASP5 model that is a dynamic water quality simulation model was selected to forecast the water quality. This model forecasts movement of change of pollutants. For an application of the model, the subject areas were divided into seventeen sub-areas by considering change temperature depending measuring points and on depth of water. Meteorological data collected by the meteorological observatory and data about quality measured by the Korea Water Resources Development Corporation were used for an operation of the model. As a result of quality examination through quality data and estimated pollutant loading, the water quality environment criterion was grade Ⅱ and the nutritive condition was measured as meso-graphic grade. In this study, an effective management was planned to improve water quality by reducing pollution load. According to the result of examination, when more than 30% of BOD was reduced it was recorded that the environment standard of water quality was improved to the second grade.

The Soysauce wastewater removal characteristics of submerged biofilters filled with two filter media respectively were experimentally examined with constant temperature, pH value and variable BOD loading and recirculation ratio. The decreasing order of BOD removal is Netring(random plastic media), cubic wire meshes(plastic module). This is mainly due to the media characteristics such as void ratio, specific surface area and media shapes. The BOD removal ratio decreases with increasing BOD_5 volumetric loading rate, and the loading rate for the BOD removal over 85% is lower than 1.5㎏BOD_5/㎡d for the plastic media of Netring and cubic wire meshes. The BOD_5 removal rate increases with the recirculation ratio, but the rate of increase become smaller as the recirculation ratio increases over 20. When BOD_5 volumetric loading is 1.5㎏BOD_5/㎡d, the required recirculation ratio to obtain 85% BOD_5 removal is about 20 for Netring and it was about 30 for cubic wire meshes.