• 만화애니메이션 연구
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• 통권27호
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• pp.51-78
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• 2012

만화시장은 크게 출판만화(만화잡지와 단행본) 및 웹툰(webtoon)으로 구분된다. 만화가들이 지속가능한 작품활동을 하기 위해서는 만화시장이 활성화되어야 한다. 만화시장의 활성화를 위한 여러 가지 논의방안이 도출될 수 있으나, 본 연구에서는 출판만화 시장의 한 종류인 단행본시장에서의 만화시장 확대방안을 논의하고자 한다. 단행본 시장에서의 만화시장 확대는 기존의 단행본시장의 활성화와 새로운 단행본시장의 창출이라는 2가지 방안이 있다. 이 중에서 후자인 새로운 만화시장의 창출(확대)을 위해 '장르융합형 지식만화'에 초점을 두고, '장르융합형 지식만화의 만화시장 창출과정'을 살펴본 후, 이를 토대로 새로운 만화시장 창출모델을 개발하고자 한다. 이러한 연구목적을 위해 3개의 장르융합형 지식만화(만화공인중개사, 네모 속의 답을 찾아라, 기적 같은 영문법)를 사례로 선정하였고, 각 사례들의 기획과정과 출판과정 및 (서점)유통과정에 대한 세부사항을 분석하였다. 분석을 위한 연구의 모형으로는 "기획과정 ${\rightarrow}$ 제작과정 ${\rightarrow}$ 유통과정"을 사용하였다. 분석요소를 구체화하기 위한 분석틀로는 "기획과정((1) 제작목표, (2) 크기 분량, (3) 내용구성, (4) 인세 계약조건) ${\rightarrow}$ 제작과정((1) 만화원고 제작, (2) 원고 스캔과 칼라링, (3) 편집 교정, (4) 필름출력 인쇄 제본) ${\rightarrow}$ 유통과정((1) 발행부수 판매부수, (2) 인세수입, (3) 이윤, (4) 파생효과)"을 사용하였다. 분석결과 3가지 사례 모두 파생효과(파생 지식만화의 제작 유통)가 발생함으로써 지속적인 만화창작이 이루어지고 있었다. 이러한 파생효과가 발생한 근본적인 이유는 처음에 기획 제작한 장르융합형 지식만화가 만화시장을 새로이 창출함과 동시에 만화수요자들의 꾸준한 구매에 의하여 수익(작가의 인세수입과 출판사 이윤)을 가져왔기 때문이다. 장르융합형 지식만화의 수익창출(시장매출증가)은 다음과 같은 두 가지 측면에서 파생상품의 창작 제작이 가능한 여건을 조성하였다. 첫째, 만화가들의 경제적 안정이다. 지식만화의 인세수입으로 경제적 생활안정이 된 만화가가 새로운 작품에 대한 창작활동을 더욱 활기차게 진행할 수 있는 여건이 조성된 것이다. 둘째, 출판사의 경제적 이윤창출이다. 지식만화의 판매부수 신장으로 수익(이윤)을 보게 된 출판사가 만화가의 또 다른 작품활동을 통한 파생상품의 출판에 대하여 긍정적으로 허락할 수 있는 여건이 조성된 것이다. 이러한 여건조성은 지식만화의 수익이 파생상품에서도 발생할 것이라는 낙관적 기대감을 형성하기에 가능한 것으로 파악된다. 결과적으로 장르융합형 지식만화의 창작 출판을 통해서 새로운 만화시장의 창출이 가능하다는 사실을 알 수 있었고, 또한 그로부터 '장르융합형 지식만화를 통한 만화시장 창출 모델'을 개발할 수 있었다. 본 연구를 통해 개발한 만화시장 창출 모델을 토대로 여러 분야에서의 지식만화를 다양하게 기획할 수 있는 가능성이 제기 되었으며, 이러한 다양한 기획들이 만화가들의 지속가능한 창작활동에 도움을 줄 것으로 예상된다.

• 한국농공학회지
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• 제12권3호
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• pp.2019-2028
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• 1970

1. 트랙터에 의(依)한 효율적(效率的) 경기방법(耕起方法)을 실험(實驗) 고찰(考察)하여 다음과 같은 결과(結果)를 얻었다. 가. 포장내측경기(圃場內側耕起)에 있어서 선회소요시간(旋回所要時間)을 최소(最少)하는 효율적(效率的) 선회법(旋回法)은 선회간격(旋回間隔)이 zr(r=최소선회반경(最少旋回半徑))보다 작을때는 Q 자형(字型), 클때는 U 자형(字型)이다. 나. 포장내측경기(圃場內側耕起)의 단위선회구(單位旋回區) 건(巾) w는 2.5r 시(時) 가장 효율적(效率的)이다. 다. 포장주변부(圃場周邊部) 경기(耕起)에 있어서는 W>-0.0345L + 35.84 시(時)는 혼합경법(混合耕法)이 능률적(能率的)이고 W<-0.0345 + 35.84 시(時)는 반접속경법(半接續耕法)이 능률적(能率的)이다. 라. 포장주변부(圃場周邊部)의 건(巾)l는 내측경기시(內側 耕起時)와 주변경기시(周邊耕起時)에 있어서 모두 적을수록 효과적임으로 최소치(最少値)인 2r가 가장 적합(適合)하다. 2. 트랙터에 의(依)한 단위포장(單位圃場)과 경기능률(耕起能率)과의 관계(關係)를 고찰(考察)하여 다음과 같은 결과(結果)를 얻었다. 가. 종횡비(縱橫比)$\frac{L}{W}$ 및 면적(面積) A가 크면 일반적(一般的)으로 경기능률(耕起能率)은 증가(增加)한다. 나. 경기능률(耕起能率)의 증가율(增加率)은 종횡비(縱橫比) 및 면적(面積)이 크면 클수록 증가율(增加率)이 점차적으로 감소(減少)한다. 다. $\frac{L}{W}-T$ 곡선(曲線)에서 $\frac{L}{W}$에 대(對)한 T의 변화(變化)가 큰 범위(範圍)는 대략(大略) 20a에서 6, 30a에서 5, 50a에서 4, 80a에서 3, 100a에서 2.5 이내(以內)이다. 라. T-A 곡선(曲線)의 변화율(變化率)은 $\frac{L}{W}$의 영향(影響)을 받으나 대략(大略) $T=A^{-\frac{2}{3}}$ 곡선(曲線)의 변화율(變化率)과 같다. 마. 종횡비(縱橫比)가 3이상(以上)일때는 면적(面積)의 크기에 상관(相關)없이 경기능률(耕起能率)에 미치는 10a 면적증가(面積增加)의 효과는 약(約) 5 정도(程度)의 종횡비(縱橫比) 증가효과와 같다. 바. 종횡비(縱橫比)가 $2{\sim}3$일때는 면적(面積)의 크기에 상관(相關)없이 경기능률(耕起能率)에 미치는 10a 면적증가(面積增加)의 효과는 약(約) $4{\sim}2$ 정도(程度)의 종횡비(縱橫比) 증가효과와 같으면 이는 종횡비(縱橫比)가 적을수록, 면적(面積)이 클수록 차차(次次) 감소(減少)한다.

• 한국농공학회지
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• 제13권1호
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• pp.2177-2190
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• 1971

본 시험은 한발시기를 이앙적기연한발구와 적기이앙직후한발구 그리고 유수형성기한발구별로 처리하고 한천일수를 10일, 20일, 30일간 단수했을 때의 벼 생육과 수량에 미치는 영향을 구명하였다. 가. 기상상항은 평년에 비해 일반적으로 성화에 비가 많았고 일조시간은 적었으며 온도는 비슷한 편으로 벼 작항에는 별차이가 없었다. 나. 관개수질은 중성으로 양호하였다. 다. 본 시험포의 토질은 비옥토가 양호한 편으로 일반 답토양과 비슷한 성질의 것이었다. 라. 분얼기의 생육상항은 하발 유형별로 보면 이앙적기지연한발구가 다른 처리구에 비해 초장은 가장 부량하였으나 분얼수는 가장 많았고 이앙직후한발구에서 분얼수가 가장 적었다. 한천일수별에 있어서는 일반적으로 한천일수가 길수록 초장 분얼수가 현저히 부량하였다. 마. 출수상항은 이앙지연한발구가 다른 처리구에 비해 $1{\sim}2$일정도 늦은 경향이었다. 하천일수별에 있어서는 일정한 경향이 없었다. 바. 성숙기의 생육 및 수량상항에서 한발시기별을 보면 이앙직후 한발구가 다른 처리구에 비해 양호하였고 유수형성기한발구가 가장 부량하였다. 한천일수별에 있어서는 한천일수가 길수록 생육 및 수량이 현저히 감소되었다.

• 한국농공학회지
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• 제13권1호
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• pp.2162-2176
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• 1971

옛날부터 우리들의 선조들이 한반도에 정착하면서부터 산야를 파서 농경지를 조성하였으며 지력(地力)을 회복하는 대신 토지를 교체하면서 오랫동안 봉건적 농업을 이루어 나왔다. 근대농업은 기계를 도입하였으며 따라서 농지조성도 기계개간을 하게 되었다. 종래와 같이 산지를 파면 된다는 피상적인 형식에 그칠 것이 아니라 실질적으로 개간작업방식, 작업시간, 작업능율, 작물재배효과 등을 종합하여 가장 우수한 방법을 추출(抽出) 연구하여 제3차 경제개발 5개년 계획기간 ($1972{\sim}1976$)에 21만정보의 농경지를 조성하므로서 조국의 근대화에 이바지하고져 기계개간의 새로운 작업체계와 숙지화촉진에 관한 연구를 하게되어 다음과 같은 사실들을 알게 되었다. (1) 토지경사도 $10^{\circ}$정도는 계단전개간보다 원지형개간을 하는 것이 개간작업이나 영농작업에 유리하다. (2) 개간작업에서 잡초를 태우거나 청소하지 않고 가급적 표토에 혼입함으로서 유기물을 공급하고 토양을 팽연하게 하였다. (3) 개간작업은 불도우저, 트랙터, 해로우 자동경운기, 로오타리 틸러등 여러 가지 장비를 갖추어야 일관성있는 작업을 할 수 있다. (4) 발근작업은 나무뿌리가 땅속에 뻗어있는 모양에 관계가 있는 것으로 직근계, 측근계, 사근계 중 직근계가 뽑기 어려웠다. (5) 주름잡이구(IV)의 개간작업이 발근과 첫갈이가 확실하며 쇠토작업도 간단히 처리되었다. (6) 운토량은 $240m^3/10a$로 표준구보다 15.6%정도 증가하였으나 개간작업시간은 2시15분45초/10a로 표준구의 1/3정도 걸렸다. 즉 2/3나 단축되었다. (7) 디스크 해로우잉(쇠토작업)은 기경지(旣耕地)쇠토작업에 비하여 작업시간이 50%증가하여 15분/10a 걸렸다. (8) 토오타리 틸링은 작업시간이 기경지에 비하여 2.4배나 증가하여 1시47분43초/10a이었다. 그 까닭은 심토(心土)의 쇠토작업이 어려웠기 때문이다. (9) 개간지는 토성에 맞추어 비료를 투입하여야 한다. 특히 퇴비는 1,200kg/10a. 석회는 20kg/10a 이상 투입할 것이다. 그리고 퇴비생산을 위하여 앞으로 채초지(採草地)가 필요하게 되었다. (10) 목초재배시험은 현재 재배중이어서 아직 그 결과를 알 수 없으나 개간효과와 숙지화정도가 밝혀질 것으로 기대된다.

• 한국농공학회지
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• 제20권2호
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• pp.4645-4687
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• 1978

This study was attempted to investigate the mechanical properties of concrete and crack control effects of reinforced concrete with steel and glass fiber. The experimental program includes tests on the properties of fresh concrete containing fibers, compressive strength, tensile strength, flexural strength, Young's modulus, Shrinkage and deformation of steel or glass fiber reinforced concrete. Also this study was carried out to investigate the effect of steel or glass fiber to retard the development in reinforced concrete subject to uniaxial tension and thus facilitate the use of steels of higher strength. The major conclusions that can be drawn from the studies are as follows: 1. The effect of the fibers in various mixes on fresh concrete confirmed that fibers do have a significant effect on the properties of fresh concrete, bringing much more stable and exhibiting a signiflcant reduction in surface bleeding, and that the cohesion is greatly improved and the internal resistance increases with fiber concentration. But the addition of an excess contents and length of fibers brings about the reduction of workability. 2. With the addition of steel fibers(1.5% Vol.) to concrete, the compressive strength as compared with plain concrete showed a very slight increase, but excess addition, over 1.5% Vol. of steel and glass fiber reduced its strength. 3. Splitting tensile strength of fiber reinforced concrete showed a significant increase tendency, as compared with plain concrete. In case of containing steel fiber (2.5%, 30mm), it showed that the maximum increase rate of 1.48 times as much rate, and in case of containing glass fiber (2.5%, 30mm), the increase rate of strength was 1.25 times as much rate. 4. Flexural strength of fiber reinforced concrete showed a significant tendency, as compared with plain concrete. Containing steel fiber (2.5%, 30mm) showed the maximum increase rate of 1.64 times as much rate and containing glass fiber (2.5%, 30mm) showed the increase rate of strength of 1.32 times as much rate, and in general, the 30mm length brougth the best results. 5. The strength ratio ($\sigma$b/$\sigma$c and $\sigma$t/$\sigma$c) increased, when steel fiber's average spacing was up to 3.05mm, but decreased when beyond 3.05mm, and it was confirmed that tensile or flexural strengths of steel fiber reinforced concrete are apparently governed by fiber's average spacing. 6. The compressive strain of fiber reinforced concrete showed a significant increasing tendency as the fiber was added, but Young's modulus. with the addition of steel and glass fibers, showed a slight decrease tendency. And according to the increase of flexural strength, a considerable increase was seen in toughness. 7. With the addition of fiber's the shrinkage of concrete was significantly decreased, in both case of adding steel fibers 12.5%, 30mm, and showed a significant decrease ratio, in average 30.4% and 36.7%, as compared with plain concrete. 8. With the increase of fiber volume fraction and length, the gained stress in reinforcing bar in concrete specimens increased in all crack widths, but at different rates, with the decrease of fiber diameter, the stress showed a considerable increasing tendency. And the duoform steel fibers showed the greatest improvement, as compared with the other types tested. 9. The influence of fiber dimensions in order of significanse on the machanical properties of concrete and the crack control of reinforced concrete was explained as follows: content, length, aspect ratio and dimeter.

• 한국농공학회지
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• 제24권2호
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• pp.49-55
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• 1982

The purpose of this study is to classify the factors influenced on the damages of head works suffered from the storm flood occurred on July 22 1980 in both Musim and Bochong rivers and to find out an integral counter measures against the causes influenced on the disaster of head works in the engineering aspect of planning, design, construction and maintenance. In this survey, number of samples was taken 25 head Works, and the counter measures against the causes of their disasters summarized was as follows, 1. In the aspect of planning a. As the flood water level after the establishment of head works is more increased than the level before setting of head works owing to having more gentle slope of river bed between the head works than nature slope of river bed. Number of head works should be reduced for the appropriate annexation of them b. In the place where head works is established on the curved point of levee, the destruction of levee becomes severe by the strong deflective current. Therefore the setting of head works on the curved point should be kept off as long as possible and in case of unavoidable circumstances the construction method such as reinforced concrete wall or stone wall filed with concrete and anchored bank revetments should be considered. 2. In the aspect of design a. As scoring phenomena at up stream is serious around the weir Where the concentration of strong current is present in such a place, up stream apron having impermeability should be designed to resist and prevent scoring. b. As the length of apron and protected bed is too short to prevent scoring as down stream bed, the design length should be taken somewhat more than the calculated value, but in the case the calculated length becomes too long to be profitable, a device of water cushion should be considered. c. The structure of protected river bed should be improved to make stone mesh bags fixed to apron and to have vinyl mattress laid on river bed together with the improvement for increasing the stability of stone mesh bags and preventing the sucked sand from the river bed. d. As the shortage of cut-off length, especialy in case of the cutoffs conneting both shore sides of river makes the cause of destruction of embankment and weir body, the culculation of cut-off length should be taken enough length based on seepage length. 3. In the aspect of design and constructions a. The overturing destruction of weir by piping action was based on the jet water through cracks at the construction and expansion joints. therefore the expansion joint should be designed and constructed with the insertion of water proof plate and asphalt filling, and the construction joint, with concaved shape structure and steel reinforcement. b. As the wrong design and construction of the weep holes on apron will cause water piping and weir destruction, the design and construction of filter based on the rule of filter should be kept for weep holes. c. The wrong design and construction of bank revetment caused the severe destruction of levee and weir body resulting from scoring and impulse by strong current and formation of water route behind the revetment. Therefore bank revetment should be designod and constructed with stone wall filled with concrete and anchored, or reinforced concrete wall to prevent the formation of water flow route behind the wall and to resist against the scoring and impulse of strong stream. 4. In the aspect of maintenance When the damaged parts occurred at head works the authorities and farmers concerned should find and mend them as soon as possible with mutual cooperation, and on the other hand public citizen should be guided for good use of public property.

• 한국농공학회지
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• 제21권3호
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• pp.104-120
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• 1979

I. Title of the Study Studies on the Development of Improved Subsurface Drainage Methods. -Drainage Performance of Various Subsurface Drain Materials- II. Object of the Study Studies were carried out to select the drain material having the highest performance of drainage; And to develop the water budget model which is necessary for the planning of the drainage project and the establishment of water management standards in the water-logged paddy field. III. Content and Scope of the Study 1. The experiment was carried out in the laboratory by using a sand tank model. The drainage performance of various drain materials was compared evaluated. 2. A water budget model was established. Various parameters necessary for the model were investigated by analyzing existing data and measured data from the experimental field. The adaptability of the model was evaluated by comparing the estimated values to the field data. IV. Results and Recommendations 1. A corrugated tube enveloped with gravel or mat showed the highest drainage performance among the eight materials submmitted for the experiment. 2. The drainage performance of the long cement tile(50 cm long) was higher than that of the short cement tile(25 cm long). 3. Rice bran was superior to gravel in its' drain performance. 4. No difference was shown between a grave envelope and a P.V.C. wool mat in their performance of drainage. Continues investigation is needed to clarify the envelope performance. 5. All the results described above were obtained from the laboratory tests. A field test is recommended to confirm the results obtained. 6. As a water balance model of a given soil profile, the soil moisture depletion D, could be represented as follows; $$D=\Sigma\limit_{t=1}^{n}(Et-R_{\ell}-I+W_d)..........(17)$$ 7. Among the various empirical formulae for potential evapotranspiration, Penman's formular was best fit to the data observed with the evaporation pans in Jinju area. High degree of positive correlation between Penman;s predicted data and observed data was confirmed. The regression equation was Y=1.4X-22.86, where Y represents evaporation rate from small pan, in mm/100 days, and X represents potential evapotranspiration rate estimated by Penman's formular. The coefficient of correlation was r=0.94.** 8. To estimate evapotranspiration in the field, the consumptive use coefficient, Kc, was introduced. Kc was defined by the function of the characteristics of the crop soil as follows; $Kc=Kco{\cdot}Ka+Ks..........(20)$ where, Kco, Ka ans Ks represents the crop coefficient, the soil moisture coefficient, and the correction coefficient, respectively. The value of Kco and Ka was obtained from the Fig.16 and the Fig.17, respectively. And, if $Kco{\cdot}Ka{\geq}1.0,$ then Ks=0, otherwise, Ks value was estimated by using the relation; $Ks=1-Kco{\cdot}Ka$. 9. Into type formular, $r_t=\frac{R_{24}}{24}(\frac{b}{\sqrt{t}+a})$, was the best fit one to estimate the probable rainfall intensity when daily rainfall and rainfall durations are given as input data, The coefficient a and b are shown on the Table 16. 10. Japanese type formular, $I_t=\frac{b}{\sqrt{t}+a}$, was the best fit one to estimate the probable rainfall intensity when the rainfall duration only was given. The coefficient a and b are shown on the Table 17. 11. Effective rainfall, Re, was estimated by using following relationships; Re=D, if $R-D\geq}0$, otherwise, Re=R. 12. The difference of rainfall amount from soil moisture depletion was considered as the amount of drainage required. In this case, when Wd=O, Equation 24 was used, otherwise two to three days of lag time was considered and correction was made by use of storage coefficient. 13. To evaluate the model, measured data and estimated data was compared, and relative error was computed. 5.5 percent The relative error was 5.5 percent. 14. By considering the water budget in Jinju area, it was shown that the evaporation amount was greater than the rainfall during period of October to March in next year. This was the behind reasonning that the improvement of surface drainage system is needed in Jinju area.

• 한국농공학회지
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• 제32권1호
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• pp.55-71
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• 1990

The purpose of this study is to find out the basic data for irrigation plans of red pepper and radish during the growing period, such as total amount of evapotranspiration, coefficent of evapotranspiration at each growth stage, the peak stage of evapotranspiration, the maximum ten day evapotranspiration , optimum irrigation point, total readily available moisture and intervals of irrigation date. The plots of experiment were arranged with split plot design which were composed of two factors, irrigation point for main plot and soil texture for split plot, and three levels ; irrigation point with pH1.7-2.0, pF2.1-2.4 and pF2.5-2.8, at soil texture of sandy soil, sandy loam and silty clay for both red pepper and radish, with two replications. The results obtained are summarized as follows. 1.1/10 exceedance probability values of maximum total pan evaporation during growing period for red peppr and radish were shown as 663.6 mm and 251.8 mm. respectively, and those of maximum ten day pan evaporation for red pepper and radish, 67.1 mm and 46.9 mm, respectively. 2.The time that annual maximum of ten day pan evaporation can he occurred, exists at any stage between the middle of May and the late of August for red pepper, and at any stage between the late of August and the late September for radish. 3.The magnitude of evapotranspiration and its coefficient for red pepper was occurred large in order of pF1.7-2.0 pF2.1-2.4 and pF2.5~2.8 in aspect of irrigation point and the difference in the magnitude of evapotranspiration and of its coefficient between levels of irrigation point was difficult to be found out due to the relative increase in water consumption resulted from large flourishing growth at the irrigation point in lower water content for radish. In aspect of soil texture they were appeared large in order of sandy loam, silty clay and sandy soil for both red pepper and radish. 4.The magnitude of leaf area index was shown large in order of pF2.1-2.4, pF2.5-2.8, and pFl.7-2.0, for red pepper and of pF2.5-2.8, pF2.1-2.4, pFl.7-2.0 for radish in aspect of irrigation point, and large in order of sandy loam, silty clay, sandy soil for both red pepper and radish in aspect of soil texture 5.1/10 exceedance probability value of evapotranspiration and its coefficient during the growing period for red pepper were shown as 683.5 mm and 1.03, respectively, while those of radish, 250.3 mm and 0, 99. respectively. 6.The time that the maximum evapotranspiration of red pepper can be occurred is in the middle of August around the date of ninetieth to hundredth after transplanting, and the time for radish is presumed to be in the late of September, around the date of thirtieth to fourtieth after sowing. At that time, 1/10 exceedance probability value of ten day evapotranspiration and its coefficient for red pepper is assumed to be 81.8 mm and 1.22, respectively, while those of radish, 49, 7 mm and 1, 06, respectively. 7.Optimum irrigation point for red pepper on the basis of the yield of raw matter is assumed to be pFl.7-2.0 for sandy soil, pF2.5-2.8 for sandy loam, and pF2.1-2.4 for silty clay. while that for radish is appeared to be pF2.5-2.8 in any soil texture used. 8.The soil moisture extraction patterns of red pepper and radish have shown that maximum extraction rates exist at 7 cm deep layer at the beginning stage of growth in any soil texture and that extraction rates of 21 cm to 35 cm deep layer are increased as getting closer to the late stage of growth. And especially the extraction rates have shown tendency to be greatest at 21cm deep layer from the most flourishing stage of growth for red pepper and at the last stage of growth for radish. 9.The total readily available moisture on the basic of the optimum irrigation point become 3.77-8.66 mm for sandy soil, 28.39-34.67 mm for sandy loam and 18.40-25.70 mm for silty clay for red pepper of each soil texture used but that of radish that has shown the optimum irrigation point of pF2.5-2.8 in any soil texture used. 12.49-15.27 mm for sandy soil, 23.03-28.13 mm for sandy loam, and 22.56~27.57 mm for silty clay. 10.On the basis of each optimum irrigation point. the intervals of irrigation date at the growth stage of maximum consumptive use of red pepper become l.4 days for sandy soil, 3.8 days for sandy loam and 2.6 days for silty clay, while those of radish, about 7.2 days.

• 한국농공학회지
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• 제31권3호
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• pp.41-56
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• 1989

The purpose of this study is to find out the basic data for irrigation plans of garlic and cucumber during the growing period, such as total amount of evapotranspiration, coefficients of evapotranspiration at each growth stage, the peak stage of evapotranspiration and the maximum evapotranspiraton, optimum irrigation point, total readily available moisture, and intervals of irrigation date. The plots of experiment were arranged with split plot design which were composed of two factors, irrigation point for main plot and soil texture for split plot, and three levels ; irrigation points with pP 1.7-2.1, pP 2.2-2.5, pP 2.6-2.8, for garlic and those with pP 1.9, pF 2.3, pP 2.7, for cucumber, soil textures of silty clay, sandy loam and sandy soil for both garlic and cucumber, with two replications. The results obtained are summarized as follows 1.There was the highest significant correlation between the avapotranspiration of garlic and cucumber and the pan evaporation, beyond all other meteorological factors considered, as mentioned in the previous paper. Therefore, the pan evaporation is enough to be used as a meteorological index measuring the quantity of evapotranspiration. 2.1/10 probability values of maximum total pan evaporation during growing period for garlic and cucumber were shown as 495.8mm and 406.8mm, respectively, and those of maximum ten day pan evaporation for garlic and cucumber, 63.8mm and 69.7mm, respectively. 3.The time that annual maximum of ten day pan evaporation can be occurred, exists at any stage between the middle of May and the late of June(harvest period) for garlic, and at any stage of growing period for cucumber. 4.The magnitude of evapotranspiration and of its coefficient for garlic and cucumber was occurred in the order of pF 1.7-2.1>pF 2.2-2.5>pF 2.6-2.8 and of pF 1.9>pF 2.3>pF2.7 respectively in aspect of irrigation point and of sandy loam>silty clay>sandy soil in aspect of soil texture for both garlic and cucumber. 5.The magnitude of leaf area index was shown in the order of pF 2.2-2.5>pF 1.7-2.1>pF 2.6-2.8 for garlic and of pF 1.9>pF 2.3>pF 2.7 for cucumber in aspect of irrigation point, and of sandy loam>sandy soil>silty clay in aspect of soil texture for both garlic and cucumber. 6.1/10 probability value of evapotranspiration and its coefficient during the growing period for garlic were shown as 391.7mm and 0.79 respectively, while those of cucumber, 423.lmm and 1.04 respectively. 7.The time the maximum evapotranspiration of garlic can be occurred is at the date of thirtieth before harvest period and the time for cucumber is presumed to be at the date of sixtieth to seventieth after transplanting, At that time, 1/10 probability value of ten day evapotranspiration and its coefficient for garlic is presumed to be 65.lmm and 1.02 respectively, while those of cucumber, 94.8mm and 1.36 respectively. 8.In aspect of irrigation point, the weight of raw garlic and cucumber were increased in the order of pF 2.2-2.5>pF 1.7-2.1>pF 2.6-2.8 and of pF 1.9>pF 2.3>pF 2.7 respectively. Therefore, optimum irrigation point for garlic and cucumber is presumed to be pF 2.2-2.5 and pF 1.9 respectively, when the significance of yield between the different irrigation treatments is considered. 9.Except the mulching period of garlic that soil moisture extraction patterns were about the same, those of garlic and cucumber have shown that maximum extraction rate exists at 7cm deep layer at the beginning stage after removing mulching for garlic and at the beginning stage of growth for cucumber and that extraction rates of 21cm to 35cm deep layer are increased as getting closer to the late stage of growth. 10.Total readily available moisture of garlic in silty clay, sandy loam, sandy soil become to be 18.71-24.96mm, 19.08-25.43mm, 10.35- 13.80mm respctively on the basis of the optimum irrigation point with pF 2.2-2.5, while that of cucumber, 11.8lmm, 12.03mm, 6.39mm respectively on the basis of the optimum irrigation point with pF 1.9. 11.The intervals of irrigation date of garlic and cucumber at the growth stage of maximum consumptive use become to be about three and a half days and one and a half days respectively, on the basis of each optimum irrgation point.

• 대한간호
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• 제31권2호
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• pp.51-69
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• 1992

Grief that is not acknowledged and worked through may manifest itself in some emotional, mental or physical problem. In recent years much has been learned about coping with grief which the hospice program can utilize to help family members cope with their grief. This study was carried out to determine the helpfulness of the bereavement care of Severance Hospice and to learm more about the grief response of the bereaved. The tools used to collect data were an assessment form used in the bereavement program and the Grief Experience Inventory developed by Sanders and revised and translated 'by the researcher. Data was obtained from bereaved family members(54 for the final grief assessment and 39 for the grief response assessment) receiving bereavement follow-up, from July 1989 to March 1991. Results of the study were as follows: 1. Final Grief Assessment Regarding the resolution of their grief the majority of the bereaved accepted the reality of the death of their family member, while slightly more than three-quarters were able to express their feelings toward their loss. A large majority had returned to activities of daily living well or fairly well and had reinvested their energy in a person other than the deceased. In addition, the physical condition of the majority was good or fairly good. A majority of the bereaved considered the bereavement care to be helpful and almost three-quarters were not considered to be in need of more follow-up. 2. Grief Response Assessment Age was found to have a modoerately positive correlation to appetite disturbance(r=.41, P<.Ol) and loss of vigor(r=.37, P<.Ol) A moderately positive correlation was found between the number of contacts and sleep disturbance(r=2.38, P<.01) Significant differences were found between men and women in regard to guilt(t=2.38, P<.05), social isolation(t=2.44, P<.05) and depersonalization(t=2.07, P<.05) with men having the more intense grief. Significant differences were found in the grief responses of somatization(F=5.82, P<.001), physical symptoms(F=5.87, P<.OOl), appetite disturbance(F=4.40, P<.Ol), despair(3.79, P<,Ol), anger(Fp2.83, P<.05), social isolation(F=3.61, P<.05), guilt(F=3.62, P<.05) and depersonalization (F = 2.58, P <.05). In the first six of these grief responses mothers scored highest, followed by husbands and then wives, In the grief response of guilt, daughters scored highest and on the grief response of depersonalization sons scored highest. Only one grief response, that of sleep disturbance(t= -2.19, P<.05) was found to be statistically significant, with those family members who died at home having the higher scores. Based on the results of this study several suggestions are presented as follows: 1. Since unresolived grief can have a detrimental effect on the bereaved person's mental and phys. ical health it would be good for the nurse, to include questions related to death of family members and the bereaved person's response to the grief, in her nursing assessment. And in the case of unresolved grief the nurse should encourage the person to talk with a trusted friend or counselor and express their fellings of grief. 2. A study to determine the degree of resolution of the grief of those in the bereavement program could be carried out by use of the Grief Experience Inventory early in their bereavement and again 13 months after the death of their family member. 3. A comparison of the grief response of the bereaved in the bereavement program and bereaved not in the program could be carried out using the Grief Experience Inventory. 4. After bereavement programs have been started in other hospice programs it would be good to carry out a joint study of bereavement outcomes of those in the bereavement programs.