• Proceedings of the Korean Institute of IIIuminating and Electrical Installation Engineers Conference
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• 2004.11a
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• pp.217-222
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• 2004

고도 정보화 사회의 진전으로 전기에너지의 소비는 급격히 증가하고 있다. 특히 업무용 빌딩과 같은 전력다소비 건물에서는 전력의 효율적 이용에 의한 에너지절감은 물론 설계 단계에서의 합리적인 전기설비 설계가 요청되고 있다. 현재 우리나라의 기후 특성과 전력소비 특성을 고려한 합리적인 전기설비 설계를 위한 기초 자료가 매우 미흡한 실정이다. 본 연구에서는 합리적인 수용률 기준을 설정하기 위하여 사무소용 빌딩의 전력 소비 특성을 조사 분석하였고, 아울러 전기설비설계사무소에서 적용하고 있는 수용률을 조사 분석하였다. 조사된 자료 전체의 특징과 중심적인 경향을 알아내기 위해서 평균값, 중앙값, 표준편차, 최대 값, 최소 값, 회귀모형식, 최소제곱 평균오차 등의 확률 통계적 파라미터들을 수용률 기준 설정을 위한 특징 파라미터로 선택하였다. 그리고, 데이터의 신뢰성을 비교 분석하기 위하여 선형적인 방법과 비선형적인 방법으로 그 경향을 추정하여 곡선으로 나타내었다. 이러한 방법에 의하여 얻어진 분석 자료를 이용하여 적정 변압기 용량 설정을 위하여 데이터베이스화하였고, 변전설비용량의 합리적인 설계를 위하여 수용률 기준 적용시에 필요한 자료로 활용할 수 있으리라 사료된다.

• Journal of The Korean Society of Grassland and Forage Science
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• v.38 no.2
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• pp.91-98
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• 2018

This study was conducted in 2014 in the Gangjin area of Jeonnam province for the purpose of confirming the potential of Kenaf as an alternative feed crop of rice. The weather and soil conditions were favorable and there was no adverse effect on the growth of Kenaf. The amount of seeding was given at 10 kg, 15 kg and 20 kg. As the seeding volume increased, plant height and dry matter yield increased, and stem diameter and number of nodes decreased. The highest growth rate was observed between 75 and 90 days from the date of planting(p<0.05). As the growth progressed, stem rate increased and leaf rate decreased(p<0.05). Increased amount of seeding and growth resulted in decreased CP and TDN and increased ADF and NDF, which resulted in the decreased economic value of Kenaf as a feed crop. The result of increasing the use of organic fertilizer to 20 kg and 30 kg was similar to increasing the amount of seeding. As organic fertilizer usage increased, dry matter yield and growth rate improved(p<0.05).

• Korean Journal of Agricultural Science
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• v.3 no.1
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• pp.31-37
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• 1976

These studies were carried out to find out the most reasonable planting density and :adequate amount of nitrogen fertilizer for the pearl barley. and results obtained are summarized as follows; 1. The planting densities affected neither the heading date nor the maturing date of p. earl barley. 2. The planting density of 90cm X (30cm+30cm) was the most adequate for high yield and that of $40cm{\times}20cm$ which was the most densely planted plot in this experiment showed the lowest grain yield. 3. The height and weight of stem were significantly increased by increased fertilization of nitrogen. 4. The highest grain yield per 10a (613kg/10a) was resulted from the nitrogen fertilization of 20kg/10a. and the plot of which amount of nitrogen fertilization was 15kg/10a showed the grain yield of 603kg per 10a. But there was not significant difference between two plots mentioned above. 5. Single plant per hill was the most effective for high yield of pearl barley and 3 plants per hill dropped the grain yield of 28.4%.

• Korean Journal of Environmental Agriculture
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• v.27 no.1
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• pp.66-71
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• 2008

Phosphorus transfer from agricultural soils to surface waters is an important environmental issue. Fly ash and phospho-gypsum which are industrial by-product were investigated as a means of reducing dissolved phosphorus in arable soil. To determine the optimum mixing ratio of fly ash(FA) and phospho-gypsum(PG) for reducing dissolved reactive P(DRP) in soil, various mixture ratio of FA and PG were mixed with two soil. The DRP content and pH in soils were analysed after 3 weeks incubation under flooding condition. Although DRP content in soils was significantly decreased by FA-PG mixture compared with control, there were no significant difference among the FA and PG mixture ratio of 75:25, 50:50, and 25:75. The mixture of 75% FA and 25% PG was selected for field test. A field experiment was carried out to evaluate the reducing DRP content in paddy soil to which 0(NPK), 20(FG 20), 40(FG 40), and 60(FG 60) Mg $ha^{-1}$ of the mixture were applied. The DRP content was reduced by 31% at the application rate of 60 Mg $ha^{-1}$. In contrast to deceasing DRP, Ca-P content increased significantly with the mixture application rate. After rice harvesting, available $SiO_2$, P, and exchangeable Ca content in soil increased significantly with application rate due to high content of Si, P, and Ca in the mixture. Mixtures of fly ash and gypsum should reduce P loss from paddy soil and increase soil fertility.

• Korean Journal of Soil Science and Fertilizer
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• v.16 no.3
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• pp.256-259
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• 1983

An activated sludge from alcohol fermentation was applied on rice field to determine the effect of the sludge on rice growth and its optimum application rate. The mineralization of sludge was rather rapid compared to compost and about 60% of the total nitrogen in sludge applied was decomposed. Plant growth and nitrogen content in plant increased as sludge application rate increased but the yield markedly decreased when more than 1,600kg/10a of sludge was applied. The optimum application rate was found to be 800kg/10a. Results from this experiment confirm that the sludge from alcohol fermentation is potentially useful resources for organic fertilizers and soil amendments.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.15 no.5
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• pp.3270-3278
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• 2014

Many researches has been conducted as extreme rainfall in hydrology and extreme rainfall analysis is not proper for determination of CSOs treatment capacity. In this study, runoff is calculated by tranformation from rainfall to runoff according to Interevent Time Definition. The capacity of sewage treatment plant is designed by 3 times of DWF(Dry Weather Flow) and the efficiency of present sewage treatment plant is very low becauseat at present. Also, The sewage treatment plant can not control CSOs. In this research, the pollution load is calculated by EMC(Event Mean Concentration) and pollution concetration of total runoff is a standard deciding suitablility of present sewage treatment plant. Finally, CSOs treatment capacity is determinated considering pollution load.

• Journal of Chest Surgery
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• v.31 no.9
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• pp.837-844
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• 1998

Background: Adenosine is secreted by myocardial cells during myocardial ischemia or hypoxia. It has many beneficial effects on arrhythmias, myocardial ischemia, and reperfusion ischemia. Although many investigators have demonstrated that cardioplegia that includes adenosine shows protective effects in myocardial ischemia or reperfusion injury, reports of the optimal dose of adenosine in cardioplegic solutions vary. We reported the results of beneficial effects of single dosage(0.75 mg/Kg/min) adenosine by use of self-made Langendorff system. But it is uncertain that dosage was optimal. The objective of this study is to determine the optimal dose of adenosine in cardioplegic solutions. Material and Method: We used a self-made Langendorff system to evaluate the myocardial protective effect. Isolated rat hearts were subjected to 90 minutes of deep hypothermic arrest(15$^{\circ}C$) with modified St. Thomas' Hospital cardioplegia including adenosine. Myocardial adenosine levels were augmented during ischemia by providing exogenous adenosine in the cardioplegia. Three groups of hearts were studied: (1) group 1 (n=10) : adenosine - 0.5 mg/Kg/min, (2) group 2(n=10): adenosine -0.75 mg/Kg/min, (3) group 3 (n=10) : adenosine -1 mg/Kg/min. Result: Group 3 resulted in a significantly rapid arrest time of the heart beat(p<0.05) but significantly slow recovery time of the heart beat after reperfusion(p<0.05) compared to groups 1 and 2. Group 2 showed a better percentage of recovery(p<0.05) in systolic aortic pressure, aortic overflow volume, coronary flow volume, and cardiac output compared to groups 1 and 3. Group 1 showed a a better percentage of recovery(p<0.05) in the heart rate compared to the others. In biochemical study of drained reperfusates, CPK and lactic acid levels did not show significant differences in all of the groups. Conclusion: We concluded that group 2 [adenosine(0.75 mg/Kg/min) added to cardioplegia] has better recovery effects after reperfusion in myocardial ischemia and is the most appropriate dosage compared to group 1 and 3.

• Journal of Wetlands Research
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• v.7 no.3
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• pp.75-85
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• 2005

The Construction of industrial complex areas means the increase of imperviousness rate and the increase of nonpoint pollutant emissions during a rainfall. Generally the retention basin can become the alternative for removing and controling these nonpoint pollutants. Recently Ministry of Environment are trying to change the purpose of retention basins from flooding control to nonpoint pollutant control. In order to propel the stormwater management program, administration plan of stormwater management is enacted in Spring, 2005. Hereafter, in a newly developing area, the best management practices should be established to control the nonpoint pollutant. Landuses of the research area are classified to the categories of the 1st manufacturing industry, metal industry, fiber and chemical product manufacturing industry, etc. Therefore, this research was performed to understand washed-off characteristics of stormwater and to suggest the controling method of nonpoint pollutants. The optimum capacity of the retention basin can be determined by analyzing the relationships among data of rainfall, runoff, washed-off pollutants from the areas. The rainfall analysis using the data of normal year, recent 2, 5 and 10 years shows that the 80% rainfall frequency was occurred on 10mm accumulated rainfall, but which is not considered the first flush effect. However, by considering the first flush effect, the appropriate treatment capacity of rainfall can be decreased to 4-5mm accumulated rainfall. Using the criteria, the optimum capacity of retention basin is determined to $12,000m^3$ in the research area. The washed-off nonpoint pollutant loading from the areas have beeb calculated to 435ton/yr for TSS, 238ton/yr for COD, 8,518kg/yr for TKN and 1,816kg/yr for TP. The mass of 78.3ton/yr for TSS, 20.4ton/yr for BOD, 128.6ton/yr for COD, 4.6ton/yr for TKN and 980kg/yr for TP can be reduced by constructing the retention basin. The sediment accumulation rate is also calculated by $6.53kg/m^2-hr$.

• Korean Journal of Environmental Agriculture
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• v.33 no.3
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• pp.149-154
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• 2014

BACKGROUND: To evaluate the application level of expeller cake fertilizer(ECF), we have investigated soil chemical properties, leaf mineral contents and yield of tah tasai Chinese cabbage in a plastic film greenhouse. METHODS AND RESULTS: Five levels of fertilizer were applied as 0%(ECF 0), 50%(ECF 50), 75%(ECF 75), 100% (ECF 100) and 150%(ECF 150) by base 1,848 kg/ha of ECF. In 2012, tah tasai Chinese cabbage was planted on April 28 in a silt loam soil and harvested on July 12. Commercial yields were measured 10 times from May 10 to July 12. Electrical conductivity (2.24~3.09 dS/m), available $P_2O_5$(484~581 mg/kg) and exchangeable cations($K^+$, $Ca^{2+}$ and $Mg^{2+}$) were tended to increase by the application of ECF. However, the range of those was not significant. The contents of T-N, K, Ca and P of tah tasai Chinese cabbage leaves were 62.2~66.5 g/kg, 44.3~48.7 g/kg, 5.1~5.9 g/kg and 5.6~6.2 g/kg, respectively. The nitrogen utilization rate of tah tasai Chinese cabbage was 39.4~51.6%, and it was decreased with increased application amount of ECF. The yield of tah tasai Chinese cabbage was 9,806 to 12,730 kg/ha on the basis of application amount of ECF and it was not increased in spite of increased ECF. CONCLUSION: The optimum dose of application of ECF for cultivation of tah tasai Chinese cabbage was ranged from 924 kg/ha(as ECF 50) to 1,386 kg/ha(as ECF 75). Environment-friendly and economical amount of applied fertilizer is more important than yield for cultivation of tah tasai Chinese cabbage.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.107-112
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• 2008

수질오염총량관리제는 오염원에 대한 농도규제 방식에서 탈피하여 수계전체의 환경용량을 감안하여 원하는 목표수질을 유지하기 위해 허용할 수 있는 오염총량을 해당 배수구역에 할당하고 초과량은 적정수준으로 삭감토록 하는 광범위한 유역관리 기반의 수질정책이다. 금강수계에서는 1차 수질오염총량관리 기본계획($2004{\sim}2010$)하에 시행계획 및 이행평가가 진행 중에 있으나, 시행초기부터 현재에 이르기까지 제도정착을 위한 현안 문제점들이 제기되어 왔다. 지자체간 갈등을 줄이고 지역균형발전과 광역적 수질관리정책을 합리적으로 수행하기 위해서는 제기되어온 문제점들이 해결되어야 한다. 본 연구에서는 합리적인 오염배출부하량 산정을 위하여 2007년 청주시의 모든 동단위 오염원자료를 구축하고 오염부하량을 배출특성을 분석하였다. 또한 강우배출특성을 적용하기 위하여 하수 발생유량 실측자료와 오염원자료에 반영된 자료를 기초로 산정한 하수발생유량을 비교분석 하였다. 청주시 지역의 강우배출특성을 고려하여 보다 과학적이고 합리적인 방법으로 오염부하량을 산정함으로써 현상을 보다 정확히 반영하여 수질오염총량관리 시행상의 실용적인 오염부하량 산정 방안을 모색하고자 한다.