• 한국항해항만학회지
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• 제48권3호
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• pp.192-199
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• 2024

연안에서 발생하는 월파는 고파랑에 의한 대표적인 자연재해 중 하나이며, 태풍 시 발생하는 월파는 연안침수의 주요 원인으로 작용한다. 최근의 연안역은 사회적·경제적 수요의 증가로 연안을 따라 주거지역 및 상업지역이 집중되고 있어 장기적인 해수면의 상승 및 태풍 빈도의 증가 등으로 인한 연안재해의 위험성이 지속적으로 지적되어 왔다. 지금까지 월파량은 주로 실내 수리모형실험을 통해 구조물의 마루 높이를 초과하는 수괴를 집수함을 통해 직접 수집하여 계측시간의 평균월파량으로 평가해 왔다. 본 연구에서는 실해역에서 발생하는 월파를 정량적으로 평가하기 위한 관측시스템의 개발을 목표로 월파고의 시간변동을 이용하여 개별 월파량을 추정하는 방법을 제안하였다. 우리나라 해안에 많이 설치된 사석경사제를 대상으로 수리모형실험을 수행하였으며, 월파 발생 시 구조물 마루에서 발생하는 범람유속을 장파유속으로 가정한 월파유량계수를 도입하고 월파고로부터 월파량을 예측하여 실험결과와 비교·검토하였다. 그 결과, 본 연구에서 도출된 월파유량계수를 월파고에 적용하여 월파량 추정이 가능함을 확인하였다.

• 한국수자원학회논문집
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• 제41권2호
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• pp.163-172
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• 2008

하천의 유황특성을 평가 하는 것은 하천생태계의 인위적인 변형을 이해하고 예측하는데 중요한 역할을 한다. 본 연구에서는 댐 건설에 따른 하류하천의 영향을 분석하고자 수문변화 지표모형을 이용하여 용수 전용댐인 영천댐을 대상으로 댐 건설전 후의 유황변동을 분석하였다. 분석결과는 다음과 같다. (1) 월 평균유량은 갈수기와 홍수기 모두 댐건설 후 감소하였다. (2) 연 극치유량의 크기와 기간 분석결과, 댐 건설전 후의 1일 최소유량은 $3.48m^3/sec$와 $0.89m^3/sec$ 이였으며, 1일 최대유량은 $833.1m^3/sec$와 $672.1m^3/sec$ 이었다. (3) 연극치 유량의 발생시기 분석결과, 최소유량의 Julian Day는 댐 건설전 180 일(6월), 댐 건설 후 257 일(9월)이었으며, 최대유량의 Julian Day는 댐 건설 전 209 일(7월), 댐 건설 후는 217 일(8월)에 발생하였다. (4) 홍수맥파의 빈도와 기간의 분석결과, 저맥파(Low Pulse)의 발생횟수는 댐 건설전 3회, 지속기간은 23 일, 댐 건설 후에는 7회, 지속기간 61 일이었으며, 고맥파(High Pulse)의 발생횟수는 댐 건설 전 4회 지속기간은 2 일, 댐 건설후에는 2회 1.2 일로 분석되었다. (5) 변화율과 빈도의 분석결과, 상승율은 댐 건설 전, 후의 각각 39.27 %와 19.36 %로 댐 건설 전에 수문변동이 크게 발생하였으며, 감소율은 각각 -15.85 %와 -8.16 %로 분석되었다. (6) 분산정도를 변동계수로 분석하였으며, 1일 최소 최대유량은 0.9054에서 0.6314와 1.0440에서 0.9617로 모두 감소하였으며, 연 극치유량 발생시기는 댐 건설전 후 최소유량은 0.269에서 0.282, 최대유량은 0.069에서 0.153으로 댐건설이후 변동계수가 증가하였다.

• 한국농공학회지
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• 제7권1호
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• pp.861-876
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• 1965

During my stay in the Netherlands, I have studied the following, primarily in relation to the Mokpo Yong-san project which had been studied by the NEDECO for a feasibility report. 1. Unit hydrograph at Naju There are many ways to make unit hydrograph, but I want explain here to make unit hydrograph from the- actual run of curve at Naju. A discharge curve made from one rain storm depends on rainfall intensity per houre After finriing hydrograph every two hours, we will get two-hour unit hydrograph to devide each ordinate of the two-hour hydrograph by the rainfall intensity. I have used one storm from June 24 to June 26, 1963, recording a rainfall intensity of average 9. 4 mm per hour for 12 hours. If several rain gage stations had already been established in the catchment area. above Naju prior to this storm, I could have gathered accurate data on rainfall intensity throughout the catchment area. As it was, I used I the automatic rain gage record of the Mokpo I moteorological station to determine the rainfall lntensity. In order. to develop the unit ~Ydrograph at Naju, I subtracted the basic flow from the total runoff flow. I also tried to keed the difference between the calculated discharge amount and the measured discharge less than 1O~ The discharge period. of an unit graph depends on the length of the catchment area. 2. Determination of sluice dimension Acoording to principles of design presently used in our country, a one-day storm with a frequency of 20 years must be discharged in 8 hours. These design criteria are not adequate, and several dams have washed out in the past years. The design of the spillway and sluice dimensions must be based on the maximun peak discharge flowing into the reservoir to avoid crop and structure damages. The total flow into the reservoir is the summation of flow described by the Mokpo hydrograph, the basic flow from all the catchment areas and the rainfall on the reservoir area. To calculate the amount of water discharged through the sluiceCper half hour), the average head during that interval must be known. This can be calculated from the known water level outside the sluiceCdetermined by the tide) and from an estimated water level inside the reservoir at the end of each time interval. The total amount of water discharged through the sluice can be calculated from this average head, the time interval and the cross-sectional area of' the sluice. From the inflow into the .reservoir and the outflow through the sluice gates I calculated the change in the volume of water stored in the reservoir at half-hour intervals. From the stored volume of water and the known storage capacity of the reservoir, I was able to calculate the water level in the reservoir. The Calculated water level in the reservoir must be the same as the estimated water level. Mean stand tide will be adequate to use for determining the sluice dimension because spring tide is worse case and neap tide is best condition for the I result of the calculatio 3. Tidal computation for determination of the closure curve. During the construction of a dam, whether by building up of a succession of horizontael layers or by building in from both sides, the velocity of the water flowinii through the closing gapwill increase, because of the gradual decrease in the cross sectional area of the gap. 1 calculated the . velocities in the closing gap during flood and ebb for the first mentioned method of construction until the cross-sectional area has been reduced to about 25% of the original area, the change in tidal movement within the reservoir being negligible. Up to that point, the increase of the velocity is more or less hyperbolic. During the closing of the last 25 % of the gap, less water can flow out of the reservoir. This causes a rise of the mean water level of the reservoir. The difference in hydraulic head is then no longer negligible and must be taken into account. When, during the course of construction. the submerged weir become a free weir the critical flow occurs. The critical flow is that point, during either ebb or flood, at which the velocity reaches a maximum. When the dam is raised further. the velocity decreases because of the decrease\ulcorner in the height of the water above the weir. The calculation of the currents and velocities for a stage in the closure of the final gap is done in the following manner; Using an average tide with a neglible daily quantity, I estimated the water level on the pustream side of. the dam (inner water level). I determined the current through the gap for each hour by multiplying the storage area by the increment of the rise in water level. The velocity at a given moment can be determined from the calcalated current in m3/sec, and the cross-sectional area at that moment. At the same time from the difference between inner water level and tidal level (outer water level) the velocity can be calculated with the formula $h= \frac{V^2}{2g}$ and must be equal to the velocity detertnined from the current. If there is a difference in velocity, a new estimate of the inner water level must be made and entire procedure should be repeated. When the higher water level is equal to or more than 2/3 times the difference between the lower water level and the crest of the dam, we speak of a "free weir." The flow over the weir is then dependent upon the higher water level and not on the difference between high and low water levels. When the weir is "submerged", that is, the higher water level is less than 2/3 times the difference between the lower water and the crest of the dam, the difference between the high and low levels being decisive. The free weir normally occurs first during ebb, and is due to. the fact that mean level in the estuary is higher than the mean level of . the tide in building dams with barges the maximum velocity in the closing gap may not be more than 3m/sec. As the maximum velocities are higher than this limit we must use other construction methods in closing the gap. This can be done by dump-cars from each side or by using a cable way.e or by using a cable way.

• 한국대기환경학회지
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• 제24권2호
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• pp.196-205
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• 2008

오존 농도와 기상 인자의 연직관측을 수행하여 오존분포와 하부 대기구조와의 관계를 분석하였다. 관측은 서울 방이동에서 2003년 6월 $6{\sim}9$일에 하루 2회씩(주 야간)총 8회에 걸쳐 이루어졌으며, 고도 5 km 이내의 관측결과를 중심으로 대기경계층 일변화와 연직 오존농도 변화를 집중분석하였다. 관측 결과, 대기경계층 내 야간안정층 및 혼합층 발달에 따라 큰 오존농도 분포변화를 확인할 수 있었다. 야간에는 안정층 내에서 $NO_x$ 적정반응으로 0에 가까운 낮은 오존농도를 나타내었다. 한편 오후에는 혼합층 내에서 비교적 일정한 오존농도 분포를 나타내며, 대기경계층 상부에서 100 ppb 이상의 최고 농도가 관측되었다. 특히 지표부근 오존농도가 높았던 6월 8일의 관측결과를 통해, 오존의 생성 소멸과 관련한 국지효과뿐만 아니라 제한된 혼합층 발달이 고농도오존 발생에 중요한 영향을 미침을 확인할 수 있었다. 또한 관측 기간 중, 국지규모 이상의 수송효과에 의한 대기경계층 상부의 농도 상승과 종관기류 변화에 따른 수송 효과가 간접적으로 확인되었다. 연직 오존분포 분석에 있어 충분치 않은 관측 자료로 인해 정확한 시간적 변동을 고찰할 수 없는 한계를 보였다. 하지만 본 연구를 통해 서울지역 대기하층의 오존 분포 변화와 기상학적 특징을 살펴봄으로서 고농도오존 현상의 역학적인 이해를 도울 것으로 생각되며, 관측 결과는 도시 오존제어를 위한 광화학 수치모델링의 기초 자료로 활용될 수 있을 것이다.

• 한국환경생태학회지
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• 제34권2호
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• pp.157-169
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• 2020

부산광역시 내 사스레피나무를 중심으로 한 생태적 특성 및 식생구조 파악을 위하여 사스레피나무가 출현한 조사구(면적 100㎡) 89개를 설정하여 조사를 실시하였다. TWINSPAN 및 DCA 분석을 통해 89개의 조사구는 졸참나무-소나무-사스레피나무 군락, 곰솔-사스레피나무 군락, 곰솔-동백나무 군락으로 총 3개의 군락으로 나뉘었다. 군락 I은 졸참나무-소나무-사스레피나무 군락으로 해발고도가 높은 내륙에 주로 분포하며, 교목층에 졸참나무와 소나무가 경쟁관계인 상태에서 아교목층에 사스레피나무가 우점하였고 극상 수종 중 하나인 개서어나무가 관목부터 교목층까지 균일하게 분포하고 있어 향후 낙엽성 참나무류 또는 개서어나무가 우점하는 식생으로 천이될 것으로 예측되었다. 군락 I에서 사스레피나무는 다른 상록활엽수에 비해 해발고도가 높은 내륙에 위치하며, 낙엽활엽수림으로 천이되어도 수세를 유지할 것으로 예측되었다. 군락 II는 곰솔-사스레피나무 군락으로 특별한 교란요인이 없는 한 현 상태를 유지될 것으로 예측되었다. 군락 III은 동백섬에 위치한 곰솔-동백나무 군락으로 인위적인 관리를 받고 있었다. 교목층에는 곰솔이 단일 수종으로 출현하였고, 아교목층에서 동백나무가 우점하였으며, 비관리지역의 아교목층과 관목층에서 사스레피나무와 다수의 상록활엽수가 각각 출현하였다. 따라서 군락 III에서는 동백나무를 중심으로 한 지속적인 관리가 없을 경우 사스레피나무가 우점할 것으로 예상되었다. 또한 관목층에 후박나무, 돈나무 등 상록활엽수종들이 다수 출현하고 있는데 기온이 계속해서 상승한다면 향후 곰솔은 쇠퇴하고 상록활엽수림으로 천이될 것으로 예측되었다. 89개의 조사구에서 출현한 수종들과 사스레피나무의 상관관계를 Pearson 상관계수를 통해 분석한 결과, 9가지 수종들과 통계적으로 유의한 관계가 있었다(p<0.05). 그중 정(+)의 상관관계를 갖는 수종은 돈나무, 떡갈나무 등 4종이 있었으며, 부(-)의 상관관계를 가지는 수종은 5가지 수종으로 그중 사스레피나무와 동일한 생태적 지위를 갖는 동백나무가 -0.384로 가장 높은 부(-)의 상관관계를 가지는 것으로 나타났다.

• 한국방재안전학회논문집
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• 제14권4호
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• pp.47-60
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• 2021

최근 기후변동성으로 인하여 집중호우의 발생빈도 및 강우강도 증가로 노후화된 여수로 바닥슬래브 표면에서의 손상이 발생하여 잦은 보수·보강이 필요한 실정이다. 이를 위해 현장조사, 수리모형 실험 및 수치모형 실험을 통하여 여수로 방류에 따른 손상발생 원인 검토에 관한 연구가 많이 진행되어 왔다. 그러나 대부분의 연구는 일반적으로 여수로의 흐름특성 및 압력분포에 대한 검토를 수행하였을 뿐 손상의 근본적인 발생원인 규명에 관한 연구는 미비한 실정이다. 이에 본 연구에서는 여수로 바닥슬래브 손상발생 원인을 도출하기 위해 공동침식 및 수력잭킹(hydraulic jacking)으로 인한 콘크리트 탈락관점에서 3차원 수치모형인 FLOW-3D와 COMSOL Multiphysics를 사용하여 검토하였다. 또한 공동지수를 산정하고 압력분포로 인하여 구조물이 받는 응력과 콘크리트의 인장·굽힘강도를 비교하여 공동침식 및 수력잭킹으로 인한 콘크리트 탈락 발생 가능성을 확인하였다. 수문 완전개도 조건에서 여수로 방류에 따른 공동침식 및 수력잭킹에 대하여 수치모의를 수행한 결과, 여수로 하류부에서 공동지수가 0.3 미만으로 공동침식 발생 가능성을 확인하였고, 공동부 및 균열부에서 압력분포에 따라 콘크리트가 받는 응력은 4.6~5.0 MPa로 콘크리트 인장강도와 굽힘강도와 비교를 통하여 지속적인 압력변동으로 인한 콘크리트의 피로파괴 또는 휨파괴 가능성을 확인하였다. 따라서 여수로 고유속 흐름에 의한 공동 현상 및 수력잭킹이 여수로 바닥슬래브 손상발생의 다양한 원인 중 하나로 판단하였다. 그러나 본 연구는 다양한 형상 조건 및 방류 시나리오를 적용하고 유체-구조물 상호작용(Fluid-Structure Interaction, FSI)모의를 수행하지 못하였다는 한계점이 있다. 이에 향후에는 한계점을 보완하여 검토한다면 보다 효율적이고 효과적인 여수로 유지관리 방안 도출이 가능할 것으로 기대한다.

• 지능정보연구
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• 제26권1호
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• pp.119-133
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• 2020

Fama에 의하면 효율적 시장에서는 일시적으로 높은 수익을 얻을 수는 있지만 꾸준히 시장의 평균적인 수익을 초과하는 투자전략을 만드는 것은 불가능하다. 본 연구의 목적은 변동성의 장중 비대칭적 전이효과를 이용하는 변동성 매도전략을 기준으로 투자 성과를 추가적으로 개선하기 위하여 SVM을 활용하는 투자 전략을 제안하고 그 투자성과를 분석하고자 한다. 한국 시장에서 변동성의 비대칭적 전이효과는 미국 시장의 변동성이 상승한 날은 한국 시장의 아침 동시호가에 변동성 상승이 모두 반영되지만, 미국 시장의 변동성이 하락한 날은 한국 시장의 변동성이 아침 동시호가에서 뿐만 아니라 장 마감까지 계속해서 하락하는 이상현상을 말한다. 분석 자료는 2008년부터 2018년까지의 S&P 500, VIX, KOSPI 200, V-KOSPI 200 등의 일별 시가지수와 종가지수이다. 11년 동안의 분석 결과, 미국 시장의 변동성이 상승으로 마감한 날은 그 영향력이 한국 시장의 아침 동시호가 변동성에 모두 반영되지만, 미국 시장의 변동성이 하락으로 마감한 날은 그 영향력이 한국 시장의 아침 동시호가뿐만 아니라 오후 장 마감까지도 계속해서 유의적으로 영향을 미치고 있다. 시장이 효율적이라면 미국 시장의 전일 변동성 변화는 한국 시장의 아침 동시호가에 모두 반영되고 동시호가 이후에는 추가적인 영향력이 없어야 한다. 이러한 변동성의 장중 비정상적 전이 패턴을 이용하는 변동성 매도전략을 제안하였다. 미국 시장의 전날 변동성이 하락한 경우 한국 시장에서 아침 동시호가에 변동성을 매도하고 장 마감시에 포지션을 청산하는 변동성 데이트레이딩전략을 분석하였다. 연수익률은 120%, 위험지표인 MDD는 -41%, 위험과 수익을 고려한 성과지수인 Sharpe ratio는 0.27을 기록하고 있다. SVM 알고리즘을 이용해 변동성 데이트레이딩전략의 성과 개선을 시도하였다. 2008년부터 2014년까지의 입력자료를 이용하여 V-KOSPI 200 변동성지수의 시가-종가 변동 방향을 예측하고, 시가-종가 변동율이(-)로 예측되는 경우에만 변동성 매도포지션을 진입하였다. 거래비용을 고려하면 2015년부터 2018년까지 테스트기간의 연평균수익률은 123%로 기준 전략 69%보다 크게 높아지고, 위험지표인 MDD도 -41%에서 -29%로 낮아져, Sharpe ratio가 0.32로 개선되고 있다. 연도별로도 모두 수익을 기록하면서 안정적 수익구조를 보여주고 있고, 2015년을 제외하고는 투자 성과가 개선되고 있다.

• 설비공학논문집
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• 제29권6호
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• pp.327-340
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• 2017

This article reviews the papers published in the Korean Journal of Air-Conditioning and Refrigeration Engineering during 2016. It is intended to understand the status of current research in the areas of heating, cooling, ventilation, sanitation, and indoor environments of buildings and plant facilities. Conclusions are as follows. (1) The research works on the thermal and fluid engineering have been reviewed as groups of flow, heat and mass transfer, the reduction of pollutant exhaust gas, cooling and heating, the renewable energy system and the flow around buildings. CFD schemes were used more for all research areas. (2) Research works on heat transfer area have been reviewed in the categories of heat transfer characteristics, pool boiling and condensing heat transfer and industrial heat exchangers. Researches on heat transfer characteristics included the results of the long-term performance variation of the plate-type enthalpy exchange element made of paper, design optimization of an extruded-type cooling structure for reducing the weight of LED street lights, and hot plate welding of thermoplastic elastomer packing. In the area of pool boiling and condensing, the heat transfer characteristics of a finned-tube heat exchanger in a PCM (phase change material) thermal energy storage system, influence of flow boiling heat transfer on fouling phenomenon in nanofluids, and PCM at the simultaneous charging and discharging condition were studied. In the area of industrial heat exchangers, one-dimensional flow network model and porous-media model, and R245fa in a plate-shell heat exchanger were studied. (3) Various studies were published in the categories of refrigeration cycle, alternative refrigeration/energy system, system control. In the refrigeration cycle category, subjects include mobile cold storage heat exchanger, compressor reliability, indirect refrigeration system with $CO_2$ as secondary fluid, heat pump for fuel-cell vehicle, heat recovery from hybrid drier and heat exchangers with two-port and flat tubes. In the alternative refrigeration/energy system category, subjects include membrane module for dehumidification refrigeration, desiccant-assisted low-temperature drying, regenerative evaporative cooler and ejector-assisted multi-stage evaporation. In the system control category, subjects include multi-refrigeration system control, emergency cooling of data center and variable-speed compressor control. (4) In building mechanical system research fields, fifteenth studies were reported for achieving effective design of the mechanical systems, and also for maximizing the energy efficiency of buildings. The topics of the studies included energy performance, HVAC system, ventilation, renewable energies, etc. Proposed designs, performance tests using numerical methods and experiments provide useful information and key data which could be help for improving the energy efficiency of the buildings. (5) The field of architectural environment was mostly focused on indoor environment and building energy. The main researches of indoor environment were related to the analyses of indoor thermal environments controlled by portable cooler, the effects of outdoor wind pressure in airflow at high-rise buildings, window air tightness related to the filling piece shapes, stack effect in core type's office building and the development of a movable drawer-type light shelf with adjustable depth of the reflector. The subjects of building energy were worked on the energy consumption analysis in office building, the prediction of exit air temperature of horizontal geothermal heat exchanger, LS-SVM based modeling of hot water supply load for district heating system, the energy saving effect of ERV system using night purge control method and the effect of strengthened insulation level to the building heating and cooling load.

• 한국직업건강간호학회지
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• 제6권1호
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• pp.23-43
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• 1997

The work-related diseases due to continuous overwork are mainly cerebro- and cardio-vascular ones, which is commonly called 'Karoshi', death from overwork. Many factors are capable for Karoshi : occupational stress in relation to technological renovation and industrial rationalization, competitive social structure, and accumulated fatigue accured to long time or irregular working. And its occurence is on the rise. The World Labor Report 1993 released by ILO, pointed out the diseases related to overwork and stress as one of the most important occupational health problem. In Korea, social awareness of Karoshi is at an infant stage, and reliable statistics for its occurence are not compiled in a convenient manner. Despite the rising Karoshi, there are no reliable clauses in workmen's compensation enough to settle down the disputes. Therefore, it is not uncommon that the Labour Ministry and Civil Court find difficulties in reaching an agreement. This study was intended to provide proper compensation and prevention program for workers by suggesting reasonable compensation clauses for the death from overwork. This study consists of two comparative reviews on the compensaton clauses for the death from overwork. One is to review legal standards of Karoshi among three countries, such as Korea, Japan and Taiwan. The other is to investigate the cases of Karoshi in Korea, 121 cases identified at the Labor Welfare Corperation and the Labour Ministrial process of examination and reexamination, and 73 leading cases at the High Court of Justice. The main findings of the study are as follows : 1. Comparisons of comperative review on compensation clauses for the death from overwork among three countries. 1) All of three countries have the same kinds of disease for compensation, which were cerebro-and cardiao-vascular diseases, while for cardiac disease group, Korea has the smaller number of diseases for compensation than Japan. 2) As for the definition of overwork, the three countries share equally that overload for one week prior to collapse is considered as an important factor, but accumulated chronic fatigue is disregarded. 3) As the basis of overwork, in Japan, there is a tendency to move from the conditions of an ordinary healthy adult to those of the individual concerned in Japan, whereas there is no such concern yet in Korea. 4) All the three countries use a common standard of medical judgement in demonstrating causal relationship between a job and a disease. However, Korea is progressive in the sense that in the case of CVA at worksite, the worker himself has no obligation to prove the cause. 2. The results of a comparative review on excutive decisions by Labor Ministry and judicial decisions by the Court in Korea : A judicial decision is based on the legalistic probability, but a excutive decision is not. Therefore, excutive decisions have such restrictions that : 1) TIA (transitory ischemic cerebral attack) and myocarditis are excluded from compensation, and there is little consistency of decision in the case of cause-unknown death. 2) There is a tendency not to compensate for the death from overwork since the work terms such as repeated long-time working, shift work or night-shift work are not considered as overloading. 3) There is a tendency to regard the conditions of a ordinary healthy adult rather than those of the individual concerned(age, existing diseases, health state, etc.) as the comparative basis of overload. 4) There remains a tendency not to compensate for the death from overwork in the case of collapse occuring out of workplace, on the ground of 'on the course of working' and 'in the cause of accident'. Through the study, the fact manifests itself that Korea's compensation clauses for work-related diseases due to overwork are very restrictive. So, it is necessary to extend the Labor Ministry's clauses of compensation for the death from overwork following to the recent changes of other countries and internal judicial decisions. This is very important in the perspective of occupational health that aims at health promotion of workers including prevention of the Karoshi.

• Journal of the Korean Wood Science and Technology
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• 제2권4호
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• pp.4-14
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• 1974

The total forest land area in Korea accounts for some 67 percent of the nation's land total. Its productivity, however, is very low. Consequently, forest production accounts for only about 2 percent of the gross national product and a minor proportion of no more than about 5 percent versus primary industry. In this case, however, only the direct income from forestry is taken into account, making no reference to the forestry output induced by other industrial sectors. The value added Or the induced forestry output in manufacturing the primary wood products into higher quality products, makes a larger contribution to the economy than direct contribution. So, this author has tried to analyze the structure of forestry and compute the repercussion effect and the induced output of primary forest products when utilized by other industries for their raw materials, Hsing the input-output table and attached tables for 1963 and 1966 issued by the Bank of Korea. 1. Analysis of forestry structure A. Changes in total output Durng the nine-year period, 1961-1969, the real gross national product in Korea increased 2.1 times, while that of primary industries went up about 1. 4 times. Forestry which was valued at 9,380 million won in 1961, was picked up about 2. 1 times to 20, 120 million won in 1969. The rate of the forestry income in the GNP, accordingly, was no more than 1.5 percent both in 1961 and 1962, whereas its rate in primary industries increased 3.5 to 5.4 percent. Such increase in forestry income is attributable to increased forest production and rise in timber prices. The rate of forestry income, nonetheless, was on the decrease on a gradual basis. B. Changes in input coefficient The input coefficient which indicates the inputs of the forest products into other sectors were up in general in 1966 over 1963. It is noted that the input coefficient indicating the amount of forest products supplied to such industries closely related with forestry as lumber and plywood, and wood products and furniture, showed a downward trend for the period 1963-1966. On the other hand, the forest input into other sectors was generally on the increase. Meanwhile, the input coefficient representing the yolume of the forest products supplied to the forestry sector itself showed an upward tendency, which meant more and more decrease in input from other sectors. Generally speaking, in direct proportion to the higher input coefficient in any industrial sector, the reinput coefficient which denotes the use of its products by the same sector becomes higher and higher. C. Changes in ratio of intermediate input The intermediate input ratio showing the dependency on raw materials went up to 15.43 percent m 1966 from 11. 37 percent in 1963. The dependency of forestry on raw materials was no more than 15.43 percent, accounting for a high 83.57 percent of value added. If the intermediate input ratio increases in any given sector, the input coefficient which represents the fe-use of its products by the same sector becomes large. D. Changes in the ratio of intermediate demand The ratio of the intermediate demand represents the characteristics of the intermediary production in each industry, the intermediate demand ratio in forestry which accunted for 69.7 percent in 1963 went up to 75.2 percent in 1966. In other words, forestry is a remarkable industry in that there is characteristics of the intermediary production. E. Changes in import coefficient The import coefficient which denotes the relation between the production activities and imports, recorded at 4.4 percent in 1963, decreased to 2.4 percent in 1966. The ratio of import to total output is not so high. F. Changes in market composition of imported goods One of the major imported goods in the forestry sector is lumber. The import value increased by 60 percent to 667 million won in 1966 from 407 million won in 1963. The sales of imported forest products to two major outlets-lumber and plywood, and wood products and furniture-increased to 343 million won and 31 million won in 1966 from 240million won and 30 million won in 1963 respectively. On the other hand, imported goods valued at 66 million won were sold to the paper products sector in 1963; however, no supply to this sector was recorded in 1963. Besides these major markets, primary industries such as the fishery, coal and agriculture sectors purchase materials from forestry. 2. Analysis of repercussion effect on production The repercussion effect of final demand in any given sector upon the expansion of the production of other sectors was analyzed, using the inverse matrix coefficient tables attached to the the I.O. Table. A. Changes in intra-sector transaction value of inverse matrix coefficient. The intra-sector transaction value of an inverse matrix coefficient represents the extent of an induced increase in the production of self-support products of the same sector, when it is generated directly and indirectly by one unit of final demand in any given sector. The intra-sector transaction value of the forestry sector rose from 1.04 in 1963 to 1, 11 in 1966. It may well be said, therefore, that forestry induces much more self-supporting products in the production of one unit of final demand for forest products. B. Changes in column total of inverse matrix coefficient It should be noted that the column total indicates the degree of effect of the output of the corresponding and related sectors generated by one unit of final demand in each sector. No changes in the column total of the forestry sector were recorded between the 1963 and 1966 figures, both being the same 1. 19. C. Changes in difference between column total and intra-sector transaction amount. The difference between the column total and intra-sector transaction amount by sector reveals the extent of effect of output of related industrial sector induced indirectly by one unit of final demand in corresponding sector. This change in forestry dropped remarkable to 0.08 in 1966 from 0.15 in 1963. Accordingly, the effect of inducement of indirect output of other forestry-related sectors has decreased; this is a really natural phenomenon, as compared with an increasing input coefficient generated by the re-use of forest products by the forestry sector. 3. Induced output of forestry A. Forest products, wood in particular, are supplied to other industries as their raw materials, increasng their value added. In this connection the primary dependency rate on forestry for 1963 and 1966 was compared, i. e., an increase or decrease in each sector, from 7.71 percent in 1963 to 11.91 percent in 1966 in agriculture, 10.32 to 6.11 in fishery, 16.24 to 19.90 in mining, 0.76 to 0.70 in the manufacturing sector and 2.79 to 4.77 percent in the construction sector. Generally speaking, on the average the dependency on forestry during the period 1963-1966 increased from 5.92 percent to 8.03 percent. Accordingly, it may easily be known that the primary forestry output induced by primary and secondary industries increased from 16, 109 million won in 1963 to 48, 842 million won in 1966. B. The forest products are supplied to other industries as their raw materials. The products are processed further into higher quality products. thus indirectly increasing the value of the forest products. The ratio of the increased value added or the secondary dependency on forestry for 1963 and 1966 showed an increase or decrease, from 5.98 percent to 7.87 percent in agriculture, 9.06 to 5.74 in fishery, 13.56 to 15.81 in mining, 0.68 to 0.61 in the manufacturing sector and 2.71 to 4.54 in the construction sector. The average ratio in this connection increased from 4.69 percent to 5.60 percent. In the meantime, the secondary forestry output induced by primary and secondary industries rose from 12,779 million Wall in 1963 to 34,084 million won in 1966. C. The dependency of tertiary industries on forestry showed very minor ratios of 0.46 percent and 0.04 percent in 1963 and 1966 respectively. The forestry output induced by tertiary industry also decreased from 685 million won to 123 million won during the same period. D. Generally speaking, the ratio of dependency on forestry increased from 17.68 percent in 1963 to 24.28 percent in 1966 in primary industries, from 4.69 percent to 5.70 percent in secondary industries, while, as mentioned above, the ratio in the case of tertiary industry decreased from 0.46 to 0.04 percent during the period 1963-66. The mining industry reveals the heaviest rate of dependency on forestry with 29.80 percent in 1963 and 35.71 percent in 1966. As it result, the direct forestry income, valued at 8,172 million won in 1963, shot up to 22,724 million won in 1966. Its composition ratio lo the national income rose from 1.9 percent in 1963 to 2.3 per cent in 1966. If the induced outcome is taken into account, the total forestry production which was estimated at 37,744 million won in 1963 picked up to 105,773 million won in 1966, about 4.5 times its direct income. It is further noted that the ratio of the gross forestry product to the gross national product. rose significantly from 8.8 percent in 1963 to 10.7 percent in 1966. E. In computing the above mentioned ratio not taken into consideration were such intangible, indirect effects as the drought and flood prevention, check of soil run-off, watershed and land conservation, improvement of the people's recreational and emotional living, and maintenance and increase in the national health and sanitation. F. In conclusion, I would like to emphasize that the forestry sector exercices an important effect upon the national economy and that the effect of induced forestry output is greater than its direct income.