• Title/Summary/Keyword: 적정면적

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Effects of Fertilize Levels on Growth Characters, Dry Matter Yield and Nutrient Quality of Forage Rape in Spring Sowing (청예 사초용 유채의 춘파성 시비량 반응)

  • 권병선;신정식;신동영;현규환;김학진;임준택
    • Proceedings of the Plant Resources Society of Korea Conference
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    • 2003.04a
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    • pp.83-86
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    • 2003
  • 최근 단경기 사료작물로 사초용 유채가 관심을 끌게 되어서(김등, 1986; 안등, 1989 ; 조등, 1988). 사초용 유채의 재배 면적 확대가 바람직할 것으로 사료되어 춘파성 시비량 구명시험을 실시하여 3요소 시비수준이 사초용 유채의 생육특성과 건물수량 및 사료가치에 미치는 영향을 구명코자 3월25일에 파종하여 수행하였던바 그 결과는 다음과 같다. 1. 시비량에 있어서는 3요소중 질소의 비효가 가장 컸으며, 인산과 가리는 증비(기준량 6kg/10a초과)의 효과가 거의 없었다. 2. 질소의 시용은 16kg/10a까지 직선적인 증수를 나타냈다. 3. 3요소의 적정 시비 수준은 N-P$_2$O$_{5}$-K$_2$O = 16-6-6 kg/10a 로서 조단백질 함량이 가장 높고 NDF, ADF, Cellulose 및 Lignin 등 조섬유 함량이 가장 낮으며, IVDMD 가 높고 건물수량이나 가소화 건물 수량이 가장 높아서 유의차가 인정 되었다 ( P 〈0.05 ).

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A Study on Applicability of Target Rainfall to Achieve Urban Disaster Prevention Performance (도시방재성능의 달성을 위한 목표강우량 적용성에 관한 연구)

  • Park, Jung-Hwan;Park, Sang-Woo;Ahn, Tae-Jin
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.882-885
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    • 2012
  • 소방방재청(2010)은 도시방재성능의 달성을 위하여 1시간, 2시간 및 3시간 강우지속기간을 갖는 목표강우량을 전국 지자체별로 제시한 바 있다. 본 연구는 제시된 목표강우량과 강우지속기간의 적정성을 판단 하고자, 대표적 도시유출 모형인 SWMM을 이용하여 4개 표본지구에 관하여 강우-유출 모의를 실시하고, 우수관거 및 유수지의 설계강우에 관한 임계지속기간을 분석하였다. 우수관거 지구에 관하여 강우지속기간 1시간인 경우와 임계지속기간의 경우에 해당되는 최대유출량을 비교하였다. 한편 저류지 및 펌프장 시설 경우에도 2시간 및 3시간 강우지속기간에 해당하는 최고수위와 임계지속기간의 최대수위를 비교하였으며, 이를 통하여 소방방재청에서 제시한 1시간, 2시간 및 3시간 강우지속기간 목표 강우량을 이용하여 도시방재성능을 평가하고 개선함에 있어서의 적용성을 보여 주었다. 또한 도시지역내 투수성면적 증대 및 분산식 저류시설의 효과를 분석하였다.

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Automatic Fire Detector Spacing Calculation for Performance based Design (성능위주설계를 위한 화재감지기배치의 공학적연구)

  • Yoon, Myong-O;Park, Dong-Ha
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
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    • 2010.10a
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    • pp.180-189
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    • 2010
  • 현재의 화재안전기준에서 규정하는 화재감지기의 배치방법은 면적에 따라 규정된 숫자를 적정하게 배치하는 수준이다. 이 기준은 과학적인 근거는 가지고 있지 못하다. 외국의 기준을 도입하여 그에 따라서 설치하고 있을 뿐이다. 소방시설을 설계하는 방법에는 화재안전기준과 같이 명문화 된 규정에 따르는 규범위주설계(Prescriptive-Based)와 화재역학, 구조역학, 재료역학, 유체역학, 열역학 등 공학적 지식을 바탕으로 하는 성능위주설계(Performance-Based Design)가 있다. 현재로서는 성능위주설계가 활성화 되지 않았지만, 최근 소방시설공사업법은 성능위주설계방법을 이용하여 소방시설을 설계 할 수 있도록 개정('05. 8. 4)되었으며 그 시행령('07, 1. 24)에서 성능위주설계를 적용할 특정소방 대상물의 범위를 정하고 있다. 이러한 시점에서 자동화재탐지설비의 화재감지기를 최적의 위치 및 거리에 설치하기 위하여 그에 대한 공식의 도입과 공식을 Software로 계산할 수 있도록 시뮬레이터를 제작하여 계산하고 규범위주설계에 따라 배치한 화재감지기의 상태와 비교 분석하며 향후 성능위주설계 방법으로서 정착시키기 위하여 연구를 시도하였다.

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Relationship Between the Number of Livestock and the Area of Forage Crop of Saemangeum Crop-livestock Complex (새만금 경축순환농업단지의 적정 가축 사육두수와 조사료 재배면적의 관계 분석)

  • Lee, Jae-Hwang;Lee, Seung-Heon;Choi, Eun-Hee;Kim, Byeong-Ki
    • KCID journal
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    • v.18 no.1
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    • pp.18-24
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    • 2011
  • The suitable area of forage crop field was calculated under the assumption that all of the liquied manure would be used to nutrient of crops at the Saemangeum crop-livestock complex. At first, Korean cattle and dairy cattle were selected and swine was excluded becausr of high pollution availability. When forage crop was calculated from nutrient amounts of manure of livestocks and standard applicable fertilizer quantity to the selected forage crops, 232ha (278ha including infrastructure part) was determined to be appropriate in case of 2500 heads of Korean cattle and 300 heads of dairy cattle were raised. From the result by that calculated ares (232ha) to forage crop feeding could be possible to the Korean cattle and dairy cattle feeding using TDN index, more than 217ha of forage crop fields would be satisfied nutritionally.

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A Comprehensive Study on Growing of Seedlings and Planting Density- as a Measure against Late Transplanting of Paddy Rice (수도 만앙대책으로서의 육묘 및 재식밀도에 관한 종합적 연구)

  • Eun-Woong Lee;Jong-Suk Lee
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.11
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    • pp.1-9
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    • 1972
  • For a measure against late transplanting, this experiment was conducted to investigate a reasonable seeding rate in nursery bed and a proper nursery size. The treatments applied to this experiment are as follows a) seeding rates: 0.2ι, 0.4ι and 0.6ι per 3.3$m^2$ b) nursery sizes. for 10a-field area: 39.6$m^2$, 49.5$m^2$ and 59.4$m^2$ c) transplanting dates: June 5, June 25 and July 15. The seeding date was April 26 and planting density was determined by the number of sound seedlings based on the combination of seeding rate and nursery size. The results may be summarized as follows: 1. In seedlings both increased nursery period and decreased seeding rate showed a remarkable-increase in plant height, number of leaves, dry matter weight and the ratio of dry weight to plant height. But their number of tillers and live leaves did not show such tendency. 2. Delayed transplanting date shortened culm length and panicle length as well as number of days from transplating to heading and it also delayed heading date. On the other hand the transplanting of 80-day seedlings resulted in premature heading. 3. As a result late transplanting reduced number of spikelets per panicle, maturing rate and 1000-grain weight. In the last analysis it linearly reduced grain yield. The decreasing rate of yield by late transplanting was 15.6% in June 25 plot and 41. 3% in July 15 plot, compared with the yield in June 5 plot. Such a remarkable decrease in yield of the extremely late transplanted plot was mainly due to markedly decreasing number of spikelets per panicle and 1000-grain weight. 4. Both increased seeding rate and nursery size gave a rise in number of tillers per unit area as well as number of transplanting hills but gave a fall in culm length and panicle length. 5. Accordingly, though thick seeded - dense planted plot increased number of panicles per unit area, decrease in number of spikelets per panicle and 1000-grain weight made no differences in yield between thick seeded - dense planted plot and thin seeded - sparse planted one. However, the yield in the thick seeded - dense planted plot transplanted on July 15 was reduced owing to the remarkable decrease in maturing rate and 1000-grain weight. 6. We came to the conclusion that as a measure against the extremely late transplanting the suitable seeding rate was 0.4ι per 3.3$m^2$ and the proper nursery size was 59.4$m^2$ for 10a-field area.

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A Study of The Correlation of The Area Dose with Residual CT Contrast Media and MRI Contrast Media during The Use of General Imaging Automatic Exposure Control System (일반촬영 자동노출제어장치 사용 시 잔존 CT 조영제와 MRI 조영제에 따른 면적선량의 상관성 연구)

  • Hong, Chan-Woo;Park, Jin-Hun;Lee, Jung-Min;Seo, Young-Deuk
    • Journal of the Korean Society of Radiology
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    • v.10 no.8
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    • pp.619-627
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    • 2016
  • The purpose of this study is to investigate the effect of CT contrast agent and MRI contrast agent on the area dose in the body when using automatic exposure control system in general radiography. After making rectangular holes in the center of the abdominal thickness paraffin phantom, CT contrast agent and MRI contrast agent were respectively diluted with physiological saline solution for contrast medium dilution ratio of 10:0, 9:1, 8:2, 7:3, 6:4, 5:5, 4:6, 3:7, 2:8, 1:9, 0:10%. Each experiment was set to 78 kVp, 320 mA, which is the proper condition for KUB photography, and thereafter a total of 30 inspections were made for each dilution ratio using an automatic exposure control device, and the area dose corresponding to the dilution ratio of each contrast agent, Average comparison and correlation analysis were performed on the exposure index. As a result, the CT contrast agent and the MRI contrast agent appeared different in area dose according to the dilution ratio(p<0.05), and as the dilution ratio increased, the area dose increased for CT contrast agent and MRI contrast agent(P<0.05). In each test, the exposure index showed the manufacturer's recommendation of 200-800 EI value, and the exposure index and area dose increased as the area dose increased(p<0.05). In conclusion, CT contrast agent and MRI contrast agent confirmed to increase the area dose by general imaging test using all automatic exposure control device. Therefore, it is considered that it is necessary to perform it after the contrast medium has been excreted sufficiently when using usual imaging test after using the contrast agent in CT and MRI examination.

Evaluation of Permission Standards for Forest Land-use Conversion using Delphi Technique (델파이 기법을 활용한 산지전용허가기준의 적정성 평가)

  • Park, Youngkyu;Song, Jungeun;Kwon, Soonduk;Kim, Eunhee;Chung, Joosang
    • Journal of Korean Society of Forest Science
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    • v.97 no.6
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    • pp.617-626
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    • 2008
  • Recently, it has been issued whether the current permission standards for forest land-use conversion is adequate or not. This study was aimed at evaluating the propriety of the current permission standards using the Delphi technique, which is one of survey techniques regarding experts's opinions. The results of the survey indicated that the standards related to the connection development restriction and the height of the first berm were underrated in most of the evaluation factors. The size limit and the altitude restriction of the land-use conversion also have a low propriety or applicability due to their vagueness. In case of average slope, its applicability was rated as significantly low because there is no standardized method for estimating or verifying the average slope. A statistical analysis based on coefficient of variation and one-way ANOVA were conducted to examine whether each group of experts agree with these survey results. It is appeared that the survey using Delphi technique could successfully achieved an agreement from each group of experts. Overall, evaluation factors considered in this study seems to be effective to verify the problems of each standards and to guide to improvement of the standards.

Rubblization of Thick Concrete Pavement (두꺼운 콘크리트포장의 원위치파쇄 기층화공법)

  • Lee Seung-Woo;Han Seung-Hwan;Ko Suck-Bum;Kim Ji-Won
    • International Journal of Highway Engineering
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    • v.8 no.3 s.29
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    • pp.105-114
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    • 2006
  • A popular alternative to extend the life of aged pavement is asphalt overlay. However, it has a very serious and inherent shortcoming in deterring a reflection crack. Although joint-rehabilitation and stress-relief techniques have been applied to deter such reflection cracks in aged pavement, the techniques had a limited success only in slowing down the progress of a reflection crack. Rubblization technique rubblizes the concrete pavement slab in situ and uses the rubblized slab as the base material. Then, pavement overlay is applied to finish off the rehabilitation of aged pavement. This rubblization technique has the advantage of solving the problem of reflection cracking completely. When rubblization technique is applied, the upper layer of aged concrete pavement is rubblized between 40mm-70mm in depth. However, the lower layer is typically rubblized more than 100mm in depth. Nevertheless, it is difficult to turn the entire concrete pavement of more than 30cm in depth into rubblized aggregate of appropriate size. Thus, a simulation experiment was carried out to find the appropriate rubblized depth, which avoids the reflection cracking and still maintains the function of subbase, by varying the depth of rubblized depth in loom increments of 0cm, 10cm, and 20cm. The result indicated the optimum rubblized depth was 10cm (Lee, 2006). Additionally, a small rubblizinge equipment was developed in order to derive the rubblization technique appropriate for thick concrete pavement. This equipment was tested out on an experimental pavement, which was constructed with the same standard and specification for the road in actual use, by varying its rubblizing head shape and energy as well as the effective area of rubblization. This experiment led to a prototype equipment for rubblization of thick concrete pavement. The prototype was put into use on a highway, undergoing a test construction and monitoring afterwards. This entire process was necessary for the validation of the proposed rubblization technique.

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Evaluating Suitable Analysis Methods Using Digital Terrain in Viewshed Analysis (수치지형도를 활용한 가시권 분석의 적정 분석방법에 관한 연구)

  • Yeo, Chang-Hwan;Jang, Young-Jin
    • Journal of the Korean Association of Geographic Information Studies
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    • v.14 no.1
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    • pp.40-48
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    • 2011
  • The purpose of this study is to contribute enhancing the accuracy of viewshed analysis through the explanation for an analysis method of viewshed analysis using GIS. According to previous studies, the visible area using digital terrain in viewshed analysis depends on a visible interest area, scale of terrain, spatial resolution and surface data. In this study, we used trend analysis and RMSE analysis in order to find the effect of a visible interest area, scale of terrain, etc in viewshed analysis. Results of this study are as follows. First, the result of viewshed analysis depends on a visible interest area, scale of terrain, spatial resolution, surface data such as previous studies. Second, the results in forest area are reliable than those of flat area in terms of a visible interest area. Third, the results based on raster grid data are stable than those of TIN(triangulated irregular network) in terms of input surface data. Fourth, according to the result of trend and RMSE analysis, the spatial resolution for analysis is differently applied to different scales digital terrain map in viewshed analysis. In detail, it is desirable that the spatial resolution is set less than 10m(in the case of 1/1,000 digital terrain map), 20m(in the case of 1/5,000 map), 30m(1/25,000 map).

Evaluation of Area Dose Product and Image Density according to the Variable Tube Current (관전류 변화에 따른 면적선량과 영상 농도 평가)

  • Yun, YoungWoo;Je, Jaeyong
    • Journal of the Korean Society of Radiology
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    • v.12 no.5
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    • pp.645-650
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    • 2018
  • This research aims at measuring images density of according to DAP(dose area product), and suggesting the need to quality control of exposure dose. When tube voltage was fixed as 80 kVp and tube current was set as 1, 25, 50, 80, and 100 mAs, with the increase of DAP from 25 mAs to 50 mAs, the dose also rose 1.88 times as much as before, and with the increase from 50 mAs to 100 mAs, it got 2.05 time higher than before. However, the images density obtained as film grew as much as 48% with the increase from 25 mAs to 50 mAs, and 29% with the increase from 50 mAs to 100 mAs. In addition, it has been found out that the higher the DR images density got from 25 mAs to 50 mAs, the bigger it became by 12%, and that it got bigger by 30% with the increase from 50 mAs to 100 mAs. In other words, the differences in the image density by the increase of the dose with the digital imaging equipment in a proper condition was proved to be less than in the film images. Based on the results of this research, medical institutions using a digital imaging equipment are expected to be able to reduce exposure dose of each region of interest than now through the quality control of radiation dose.