• 한국식품영양학회지
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• 제6권1호
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• pp.8-15
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• 1993

We have examined the utility of alkaline ionic water for processing water In order to compare with piped tap water in cooking rice, making kimchi, making bean curd, raising bean sprouts and parboiling spinach. And we have estimated the quality of them. The result of the examination was as follow. A rice cooked with alkaline ionic water had pale yellow color, and had good quality in polish, viscocity, taste, odour and retrogradation as compared with a rice cooked of piped tap water. In the case of a water kimchi, refreshing taste and other kinds of taste were good. Unpleasant taste and smell have decreased. Fresh colour of a Chinese cabbage were maintained long because of the prevention of destruction of chlorophyll. In the case of bean sprouts, sprouting rate was promoted up to 2∼3% during the period of 2∼3 days as compared with that treated with piped tap water And the growth state was good and the contents of vitamin C were high as compared with those with piped tap water. In the case of parboiling of green spinach, the alkaline ionic water helped keeping the chlorophyll of spinach. In the case of bean curd, soft taste, polish, smell and total taste were good. The Utility value of alkaline ionic water for the processing of soft bean curd was recognized by making it soften.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회 논문집
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• pp.1403-1407
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• 2005

In order to analyze the water storage of the Daecheong dam after constructing the Yongdam dam situated in upstream, a daily cascaded simulation model for analyzing water storages in the Yongdam-Daecheong dams was developed. Operation scenarios of the Yongdam dam were selected to 8 cases with the combinations of downstream outflows and water supplies to the Jeonju region. Daily water storages in the Daecheong dam was analyzed daily by simulating from 1983 to 2004. The results are summarized as follows. Firstly, water supplies from the Daecheong dam were analyzed to amount $1,964.2Mm^3$ on a yearly average in case without the Yongdam dam. In case with the Yongdam dam, water supplies from the Daecheong dam were analyzed to amount $1,858.7\~1,927.3Mm^3$ in case with downstream outflow of $5\;m^3$ is, and were analyzed to amount $1,994.9\~2,017.8Mm^3$ in case with downstream outflow of $10\;m^3/s $. These values are compared to $1,649Mm^3$ applied in design. Secondly, reservoir use rate which was defined rate of water supply to effective water storage reached $241.3\% in case without the Yongdam dam. In case with the Yongdam dam, reservoir use rate reached $228.3\~236.8\% In case with downstream outflow of $5\;m^3/s$, and reached $245.1\~247.9\% in case with downstream outflow of $10\;m^3/s$. Thirdly, runoff rate which is defined rate of dam inflow to areal rainfall reached $57.3\% in case without the Yongdam dam. In case with the Yongdam dam, reservoir use rate reached $62.0\~68.4\% in case with downstream outflow of $5\;m^3/s$, and reached $64.1\~68.5\% in case with downstream outflow of $10\;m^3/s$. Fourth, in case with downstream outflow of $10\;m^3/s$ is from the Yongdam dam, appropriate water supply amounts to the Jeonju region were analyzed to only $0.50Mm^3/day$ from the daily simulation of water storages in the Yongdam dam. Comprehensively, water supply capacity of the Daecheong dam was analyzed to affect in small amounts in spite of the construction of the Yonsdam dam. It is effected to achieve the effective water management of the Yongdam dam and the Daecheong dam by using the developed cascaded model.

• 한국지열·수열에너지학회논문집
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• 제17권2호
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• pp.11-19
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• 2021

In this study, combined heat source heat pump system was implemented with 4 single heat source heat pumps each applied with a geothermal source and a water source. Five cases (Case1~Case5) were configured to conduct a performance comparison and analysis of the combined heat source heat pump system. First of all, as a result of analyzing the heat source, the case when 4 ground heat sources were applied (Case1) showed a uniform EST(Entering Source Temperature) distribution throughout the year since it is less affected by outside air compared to the case when 4 water heat sources were applied (Case5). In both winter and summer, the ground heat source maintained higher EST than the water heat source. Therefore, the system with high ratio of geothermal sources is advantageous for heating, and with high ratio of water heat sources is advantageous for cooling.

• 환경위생공학
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• 제6권2호
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• pp.33-47
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• 1991

1. Water supply treatment plants personnel could not test the water quality control, because most of them rely on the provincial health laboratories about water quality rely rant test. However, in future, plants have to been provided the facilities and equipment of water quality laboratory. 2. Chlorination methods are 89.5% of liquid chlorine and 10.5% of solid chlorine, and the cost per 1 $\m^{3}$ of chlorination is about 1.30 won which chlorination cost is very cheap as 1/142 of drinking water production cost. Input method of chlorine is 35% of automatic method, 56% of semi-automatic, and 9% of other methods, and this is no problem 3. Residual effects of chlorination, in the case of distilled water as a standardized material and 0.2 ppm of seperated residual chlorine, were continued 32 hours in $0^{\circ}C$, and 25 hour in $20^{\circ}C$, of water temperature and in the case of 0.4 ppm of seperated residual chlorine were continued 47 hours in $0^{\circ}C$ and 23 hours in $20^{\circ}C$. 4. In the case of 4 ppm of seperated residual chlorine, residual effects were continued 23 hours in $5^{\circ}C$, 90 hours in $10^{\circ}C$, 78 hours in $15^{\circ}C$, and 60 hours in $20^{\circ}C$ : by the temper; lure of water, continuing residual effects of chlorination are different, so we have to car for the warm season chlorination in the hider temperature. 5. Chlorination effects of drinking waters in the case of 0.4 ppm of seperated residual chlorine were continued 237 hours in $22^{\circ}C$ water : and in the case of rechlorination as 4 ppm of residual chlorine, continued 71 hours in $22^{\circ}C$ water.

• 한국잠사곤충학회지
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• 제15권2호
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• pp.45-53
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• 1973

1. 용수의 M-알카리도가 높을수록 견층 sericin의 용해도는 급격히 증가 하였다. 2. 처리후의 시수 조사결과 M-알카리도 25p.p.m. 이상애서 산도는 완전히 중화되었다. 3. 시수의 M-알카리도가 상승함에 따라 처리후의 M-알카리도도 증가 하였다. 즉 견층을 처리한 시수의 M-알카리도가 높을수록 견층내의 M-알카리도 용출량도 증가하는 경향이 있었다. 4. 총경도는 시수의 M-알카리도가 증가 하는데 따라 감소하는 경향을 나타 내었다. .5. 用水의 산도가 높을수록 견층 sericin의 용해도는 현저히 감소되는 경향을 나타내었다. 6. 공시견 처리후의 수질변화를 보면 시수의 산도가 증가함에 따라 처리후 시수의 산도와 경도도 현저히 상승하는 반면 M-알카리도는 시수의 산도 20~40p.p.m. 에서 완전 중화되어 40p.p.m. 이상의 시수에서는 처리후 M-알카리도를 발견할 수 없었다. 7. 용수율의 철분 함유량이 증가하는데 따라 견층 sericin 용해도는 서서히 감소되는 경향이 있었다. 또한 망강에서는 용수중의 망강이 증가하는데 따라 견층 sericin 용해도는 다소 감소 하였으나 그 경향은 매우 완만하였다. 8. 견층 처리후의 수질변화를 보면 산도 M-알카리도 및 총경도가 상당량 견층에서 용출된 것을 볼 수 있었으나 이것은 시수의 pH 및 처리온도에 의한 것으로 보여지며 철분 함유량과는 아무런 관계도 인정할 수 없었다. 또한 망강에서는 시험후 수질변화를 조사한 결과 시수의 망강 함유량이 증가 하는데 따라 처리후의 M-알카리도는 감소 하였으나 산도 및 총경도는 증가되는 경향을 볼 수 있었다. 9. M-알카리도와 총경도를 변화하여 시험을 행한 결과 sericin 용해량이 증대되었다. 10. pH 및 총경도를 고정하고 M-알카리도 만을 변화시킨 경우 M-알카리도가 증가할 수록 sericin 용해도도 증대 되었다. 11. pH 총경도 및 M-알카리도를 고정하고 산도를 변화하여 시험한 결과 sericin 용해가 상당히 억제 되었다. 12. pH(6.8), M-알카리도를 고정하고 총경도만을 변화시킨 경우 sericin의 용해가 상당히 억제 되었다. 13. 각각의 수질 항목별로 sericin 용해에 미치는 작용면을 기본으로 분류하고 다시 "용해력증대" "용해력 보통" "용해력감소"의 구로 복합수질을 조제하여 시험 용해력 증대의 구는 용해력 감소의 구에 비하여 약 2.2%의 sericin 용해가 증대 되었으며 용해력 보통의 구에 있어 sericin 용해량은 2.4~2.9% 정도였다. 14. 4항 및 5항의 시험결과 견층 sericin 변성에 가장 크게 영향을 미치는 제사용수의 성분은 pH, M-알카리도, 산도 및 총경처이므로 앞으로 이상의 4개 항목을 기본으로 한 제사시험을 행하고 이 결과에 따라 최적의 제사용수 수질 조건을 설정코저 한다. 15. 동일 시수를 가지고 견층을 반복처리 하는데 따라 시수내의 완충력이 증가하여 견층 sericin의 용해량은 감소하는 경향이 있었다.견층 sericin의 용해량은 감소하는 경향이 있었다.

• 설비공학논문집
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• 제16권6호
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• pp.599-607
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• 2004

The purpose of this study is to reevaluate the performance of Hanji as an architectural material. Hanji has good things in controlling indoor space comfortably. Particularly, ability of controlling humidity of Hanji affects indoor space comfort and human health. The major focuses of this experimental research are (1) how much of water vapor passes through Hanji, (2) how much of water vapor is absorbed into Hanji. In the first case, indoor humidity is higher than outdoor humidity. In this case, approximately 38 g of water vapor passes through Hanji 1, genarally utilized in window paper (Changhoji), per square meter in one hour. And approximately 4 g of water vapor is absorbed into Hanji 2, genarally utilized in wallpaper, per square meter. In the second case, outdoor humidity is higher than indoor humidity. In this case, Hanji passes water vapor to inner space at first, but when indoor relative humidity reach approximately 66%, although outdoor humidity is higher than indoor humidity, water vapor doesn't pass through Hanji. If Hanji is utilized in window material and wallpaper, indoor space is maintained comfortably without mechanical devices in humidity control.

• 한국농공학회지
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• 제31권2호
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• pp.82-91
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• 1989

This study was carried out to get the basic information of irrigation plans for the red pepper, such as optimum irrigation level and irrigation requirement in Taegu and Kyungpook province. In this study, red peppers were cultivated in 6 PVC pot lysimeters filled with 60cm deep clay loam soil. Four tensiometers were installed in each plot to measure the soil water pressure head. Field measurements were made during the period June 6 to October 31, 1988 at the experimental farm of Kvungpook National University. Six levels of irrigation were used. They were PF 1.8-2.0, PF 2.2-2.4, PF 2.8-3.0, FC-PF.1.7, FC-PF 2.2, and FC-PF 2.7. The results obtained from this study are summarized as follows : 1. In case of irrigation levels of narrow ranges of water contents, the higher the soil water content was, the larger the ET was. Hut in case of the irrigation levels returning to the field capacity, the lager the PF value of irrigation point was, the larger the ET was. Considering ET, yield and weight per fruit, the latter is much better than the former irrigation method. 2. The mean daily ET and mean ET ratio for each 10-day period showed that the maximum value occured in the last of August. The ranges of those were 3.74-14.64 mm/day and 0.87-3.40, respectively. These values showed that small during the early stage of growth, large during the middle stage and getting smaller in the last stage. 3. In case of irrigation levels of narrow ranges of water contents, the increase of irrigation water supplied increased the ET. The relationship between the two showed nearly straight line. Most of irrigated water was consumed as ET and the rest as percolation. But, in case of irrigation levels returning to the field capacity, the higher the PF value of irrigation point was, the larger the ET ratio was. However, their relationship didn't show straight line. 4. The irrigation level of PC - PP 2.7 was found to be the optimum irrigation level with respect to the yield, the weight per fruit, stem length, irrigation requirement and percolation quantity. In this case, mean daily ET and mean ET ratio were 6.79 mm/day (total 10052 mm) and 1.67, respectively. The maximum mean daily ET and mean ET ratio for 10-day period were 14.64 mm/day and 3.40, respectively, in the last of August, and the maximum daily ET was 2126 mm/day on August 24. 5. In case of PC - PP 2.7 which is found the optimum irrigation level, mean irrigation water required, mean ET and mean percolation water quantity were 7.44 mm/day, 6.79 mm/day(91.3% of irrigation water), and 0.38 mm/day (5.5% of it), respectively.

• 한국추진공학회지
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• 제2권1호
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• pp.50-58
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• 1998

수분이 복합재를 통하여 투과되는 정도를 고찰하기 위하여 $20^{\cire}C$, 90%RH의 온/습도를 유지하는 수조를 제작하였고, 이 수조내에 보관한 복합재 연소관의 실린더 벽면으로 투과되는 습기를 측정하기 위하여 연소관 내에 습도 센서를 투입하여 상대습도를 직접 측정하였다. 습기의 투과는 내부에 라이너/인슬레이션이 피복 되거나 또는 추진제가 충전된 경우 많은 감소효과를 보였다. Epoxy filament winding으로 제조된 순수 복합재 연소관의 경우 수조에 넣고 평형에 도달한 후로부터 약 8개월 간의 습기 투과 상태를 볼 때 벽면을 통하여 들어가는 water vapor flux는 $20^{\cire}C$, 90%RH에서 평균적으로 2.88${\times}$$10^{-9}$g/$\textrm{m}^2$sec로 나타났다. 이때 습기가 투과되는 연소관의 국지점을 평판으로 가정하고 Fick's law를 이용하여 구한 습기에 대한 복합재의 확산계수는 D=7.98${\times}$$10^{-7}$$\textrm{mm}^2$/sec 였다. 밀폐된 장치 내의 습도 변화를 직접 측정하는 본 시험 방법은 실린더 형태 및 밀폐된 용기를 이루는 곡면형 재료의 환경에 따른 습기 투과량 및 재료의 확산 계수 측정에 유용할 것으로 생각된다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2012년도 학술발표회
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• pp.924-928
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• 2012

유역통합관리 계획 수립시 하천의 현재 뿐만 아니라 미래에 대한 환경변화도 고려되어야 한다. 즉, 하천 유역에 발생될 미래의 강우량과 토지이용변화, 인구 증가 등도 종합적으로 고려하여 유역통합관리 계획을 마련하여야 한다. 본 연구에서는 미래의 환경변화를 고려한 유역통합관리 계획의 기초 연구로서, 미래의 기후변화 및 토지이용변화 시나리오에 따른 목감천 유역의 유출특성을 분석하였다. 즉, 목감천 유역의 장기유출모의를 2020년~2039년의 20년 동안의 수행하였다. 이때 기후변화 시나리오는 GCM의 A1B, A2를 사용하였고 토지이용변화 시나리오는 ICM의 3단계, 즉, 불투수면적이 변하지 않는 경우(Case 1), 1 단계 증가하는 경우(Case 2), 2단계 증가하는 경우(Case 3)를 고려하였다. 모의 결과를 살펴보면, A1B의 기후변화 시나리오를 이용하였을 경우 최대 유출량은 $177m^3/s{\sim}190m^3/s$이 발생되며, 토지이용변화에 따른 유출 증가율은 Case 1에서 Case 2으로 변할 경우 1.7%, Case 2에서 Case 3으로 변할 경우 5.3% 증가하는 것으로 나타났다. 또한 A2의 기후변화 시나리오를 이용하였을 경우 최대 유출량은 $167m^3/s{\sim}173m^3/s$이 발생되며, 토지이용변화에 따른 유출 증가율은 Case 1에서 Case 2으로 변할 경우 1.2%, Case 2에서 Case 3으로 변할 경우 2.3% 증가하는 것으로 나타났다.

• 한국물환경학회지
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• 제27권1호
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• pp.30-35
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• 2011

2D pollutant transport model was applied to the simulation of contaminant transport in the channel. At first, two kinds of virtual channels having different slopes were designed. The distribution of contaminant, which flows from one of the three drainages to the main channel, was simulated by each 2D model. Concentrations of 745 nodes were converted to input data of neural network model (Multi-perceptron) for training and verification using matrix. The first three cases (Case A-1, A-2, A-3) were used for training Multi-perceptron, the other three cases (Case B-1, B-2, B-3) were used for verification. As a result, Multi-perceptron reasonably divided the cases into the three characteristics which have different contaminant distributions due to the different input point of water pollution source. It can be a useful methodology for the water quality monitoring and backtracking.