• Journal of Korean Society of Forest Science
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• v.94 no.6
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• pp.496-503
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• 2005

This study was conducted to investigate the influences of sapflow flux on soil water tensions and soil moisture content at the Abies holophylla plots in Gwangneung, Gyeonggido, from September to October 2004. The Abies holophylla had been planted in 1976 and thinning and pruning were carried out in 1996 and 2004. Sapflow flux was measured by the heat pulse method, and soil water tension was measured by tensiometer at hillslope and streamside. Time domain reflectometry probes (TDR) were positioned horizontally at the depth of 10, 30 and 50 cm to measure soil moisture content. All of data were recorded every 30 minutes with the dataloggers. The sapflow flux responded sensitively to rainfall, so little sapflow was detected in rainy days. The average daily sapflow flux of sample trees was 10.16l, a maximum was 15.09l, and a minimum was 0.0l. The sapflow flux's diurnal changes showed that sapflow flux increased from 9 am and up to 0.74 l/30 min. The highest sapflow flux maintained by 3 pm and decreased almost 0.0 l/30 mm after 7 pm. The average soil water tensions were low ($-141.3cmH_2O$, $-52.9cmH_2O$ and $-134.2cmH_2O$) at hillslope and high ($-6.1cmH_2O$, $-18.0cmH_2O$ and $-3.7cmH_2O$) at streamside. When the soil moisture content decreased after rainfall, the soil water tension at hillslope responded sensitively to the sapflow flux. The soil water tension decreased as the sapflow flux increased during the day time, whereas increased during the night time when the sapflow flux was not detected. On the other hand, there was no significant relationship between soil water tension and sapflow flux at streamside. Soil moisture content at hillslope decreased continuously after rain, and showed a negative correlation to sapflow flux like a soil water tension at hillslope. As considered results above, it was confirmed that the response of soil moisture tension to sapflow flux at hillslope and streamside were different.

• The Bimonthly Magazine for Agrochemicals and Plant Protection
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• v.12 no.6 s.105
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• pp.31-39
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• 1991

소득의 증가로 생활수준이 향상됨에 따라 건강에 대한 소비자의 관심이 그 어느때 보다 고조되고 있다. 농산물(식품)중에 잔류하는 미량의 농약성분, 특히 발암위해성과 관련이 있는 농약성분의 잔류분에 대한 안전성 평가에 많은 관심이 모아지고 있는 것은 우리나라 뿐만 아니라 전세계적인 추세이다. 특히 미국에서는 관련법규(연방살충$\cdot$살균$\cdot$살서제법과 연방식품$\cdot$의약품$\cdot$화장품법)의 내용과 해석 차이로 US/EPA가 농약의 효율적인 관리를 위한 법률적용에 많은 어려움을 겪고 있으며, 현재도 관련법규나 제도를 계속 보완$\cdot$개정하려는 법안이 국회에 계류되어 심의중에 있다. 여기에 소개하는 내용은 US/EPA가 세계농약공업연맹(GIFAP)에 서신으로 보낸 ''델라네이 역설''(Delaney Paradox addressed by US EPA : GIFAP Bulletin Vol. 15(1). 1989)에 관한 것이다.

• KOREAN POULTRY JOURNAL
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• v.23 no.4 s.258
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• pp.95-103
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• 1991

계사시설, 환경관리, 시설자동화, 자동통제 및 전산화, 계분의 처리와 이용에 관해 검토해 보았다. 노후시설의 개선 또는 계사를 신축할 때는 다음과 같은 사항을 고려하여 계획을 세워야 한다. $\bullet$계사내부의 적정온도 유지를 위한 단열 $\bullet$자동급이 시설, 즉 사료탱크에서 체인 또는 링급이기로 사료의 자동이동 $\bullet$현재의 케이지에 가능한 자동집란 장치 $\bullet$여건이 적합하다면 자동화 케이지로 교체 $\bullet$노출된 급수통을 니플로 교체 $\bullet$계란 유통시 냉장이 완벽히 이루어지지 않는다면 계란 품질 보전을 위한 미네랄 코팅 $\bullet$계분처리방식중 노동력절감 및 공해방지 측면에서 가장 바람직한 형태를 선택 $\bullet$계사를 신축하는 경우 자동화 케이지 시스템과 계류장방식의 계분처리 체계의 선택을 신중히 검토 위와 같은 사항들은 산란계사 시설개선을 위한 의사결정에 도움을 줄 것으로 확신된다. 의사결정의 최종선택기준은 수익성에 있다!

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2004.05a
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• pp.167-171
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• 2004

The Spar platform with deep draft is characterized as effective structure in extreme wave condition, which has larger natural period than that of waves in sea. In this paper, the time simulation of motion responses of Spar with catenary mooring line is presented in irregular waves. The memory effect is modeled by added mass at infinite frequency and convolution integrals in terms of wave damping coefficients. The added mass, wave damping coefficients and wave exciting forces are obtained from three-dimensional panel method in the frequency domain. The motion equations are consisted of forces for inetia, memory effect, hydrostatic restoring, wave exciting and mooring line. The forces of mooring line are modeled as quasi-static catenary cable.

• Journal of the Korean Society of Environmental Restoration Technology
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• v.8 no.3
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• pp.43-52
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• 2005

Evaluations of the fish farm influences on stream water quality may provide basic informations on watershed management to reduce environmental impact due to fish farm development and to conserve stream water quality in forested watershed area. In this research influent, effluent water in the fish farm and stream water qualities around Mt. Baegun area were monitored seasonally for six years and the following results were obtained. Due to the increase of pH in effluent water from the fish farm it was believed that alkalization of stream water can be accelerated by large scale development of fish farms in the forested watershed area. Also, effluent water from the fish farm increase of EC higher than influent and stream water. As a result of regression analyses, pH, EC, DO, water temperature, total amount of cation and anion in influent and effluent water of fish farm show high significance.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2010.10a
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• pp.206-208
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• 2010

부산남항은 개항질서법상 항계 밖으로 1975년부터 부산시가 관리권을 위임받아 관리하는 지방정부가 관리하는 항구로서 하루 평균 약 450여척의 선박이 계류되어 있는 상태에서 빠르게 운항하는 여객선, 냉동운반선, 수리조선소의 각종 이동선박 및 어선 등 많은 선박이 통항하고 있으나 선박통항의 해상교통관제가 이루어지지 않아 항상 선박안전사고 발생 가능성을 내포하고 있다. 따라서 부산남항 선박통항의 안전성 증대와 안전사고 대책 등을 대비할 수 있는 총체적인 선박 안전관리시스템을 구축하기 위하여 부산남항의 해상교통 상황을 조사 분석하고 이에 대한 대책 방안으로 적합한 선박 안전관리시스템을 제안하고 그 장단점 비교 분석한다. 해상교통량을 조사한 결과 하루 평균 1,157척, 1시간 평균 48척으로 선박통항량이 가장 많은 시간인 16~17시 사이에는 120척의 선박이 통항하는 것으로 조사되어 선박통항의 안전성을 확보하기 위한 시스템을 반드시 운영되어야 하는 것으로 분석되어 좁은 수역에 가장 효율적인 선박 안전관리시스템을 설계 분석하여 그 대책 방안으로 제시하고자 한다.

• Journal of Power System Engineering
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• v.13 no.6
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• pp.117-122
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• 2009

The wedge type rail clamp compresses the rails with small clamping force at first, and with large clamping force when the wind speed increases because of the wedge working. If the supporter is not installed in the rail clamp with V-type wedge when the wind speed increases more and more, the structure will occur overload which leads the structure to fracture. But in the clamp with U-type wedge the supporter is not necessary because the tangential angle of the wedge increases as the sliding distance increases. The proper shape of U-type wedge is determined by the initial clamping force and the tangential angle of the wedge. Accordingly we, first carry out the finite element analysis in order to analyze the relation between the sliding distance and the wedge angle. Next we suggest the proper shape of U-type wedge as analyze the relation between the radius of curvature and the sliding distance.

• Animal Systematics, Evolution and Diversity
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• v.11 no.2
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• pp.159-166
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• 1995

Mature larva and male and female adults of an ephemerid mayfly (Ephemeroptera : Ephemeridae) ,Ephemera separigata n.sp., were described from Korea. Larvae and adults of the species were distinguished from other Ephemera spp. by a apir of narrow and laterally oriented longitudinal stripses on the abodminal terga 7-9 . Larvae of the species adapted to cold water high mountain torrents(altitude 500-700m) where substrates were sand, gravel, and a large portion of pebbles and cobbles. Altitudinal adaptations between Korean Ephemera spp. were briefly discussed.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1546-1550
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• 2006

한강 하구부의 3개 지점에서 수중 계류방식으로 약 5개월에 걸쳐 탁도를 관측하였다. 이 과정에서 관측기기의 한계로 인해 탁도 자료의 결측치가 발생하였고, 이를 효율적으로 보완하기 위해 새로운 결측치 보완기법을 개발하였다. 개발된 기법, 일명 면적비법은 시계열 자료가 단일주기와 상이한 진폭을 갖는다는 가정하에, 각 사이클의 면적비율을 통해 결측치를 보완하는 방법이다. 면적비법과 기존의 최소제곱법을 검증하기 위해 결측치가 없는 정상적인 자료에 적용해 보면, 두 방법 모두 첨두치를 약간 과소 산정하는 경향이 있었다. 하지만 면적비법의 경우, 원자료의 총 면적과 보완자료의 총 면적간의 차이가 거의 없었다. 이 방법들을 한강 하구부에서 관측된 탁도자료에 적용해 본 결과, 면적비법은 합리적으로 결측치를 보완하는 반면, 최소제곱법은 보완자료의 총면적이 원자료에 비해 작아지는 오류가 발생하였다. 따라서 최소제곱법에 비해 면적비법이 결측치 보완에 더 우수한 결과를 제공함을 알 수 있었다. 본 연구에서 개발한 면적비법은 주기성이 뚜렷한 시계열자료의 결측치 보완에 유용하게 쓰일 수 있으리라 기대된다.

• Journal of Ocean Engineering and Technology
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• v.6 no.2
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• pp.94-102
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• 1992

This paper presents the method of numerical analysis concerned with the hydropdynamic forces and moments of the floating bodies exerted by waves. The analytic methods of hydrodynamic wave forces and moments for large volume structures are generally classified into four categories ; the strip method, the boundary element method, the finite element method, and the potential matching method. In the case of the comparatively large structures, diffraction theory can be applied. However, there are no application limits of diffraction theory which have been known concerning with the analytic method of the rectangular structures. In this paper, the two-dimensional B.E.M. is treated for a moored small rectangular structure in order to evaluate applicability of diffraction theory. Numerical calculation is carried out for the structure. The results are compared with some other ones for verification. The result shows that diffraction theory is applicable to structures smaller than 0.15 in the ratio of the representative structure length d to wave length L for rectangular ones.