• 대한교통학회:학술대회논문집
• /
• 대한교통학회 1995년도 제27회 학술발표회
• /
• pp.101-113
• /
• 1995

The objective of this research is to test the feasibility of developing a statewide truck traffic forecasting methodology for Wisconsin by using Origin-Destination surveys, traffic counts, classification counts, and other data that are routinely collected by the Wisconsin Department of Transportation (WisDOT). Development of a feasible model will permit estimation of future truck traffic for every major link in the network. This will provide the basis for improved estimation of future pavement deterioration. Pavement damage rises exponentially as axle weight increases, and trucks are responsible for most of the traffic-induced damage to pavement. Consequently, forecasts of truck traffic are critical to pavement management systems. The pavement Management Decision Supporting System (PMDSS) prepared by WisDOT in May 1990 combines pavement inventory and performance data with a knowledge base consisting of rules for evaluation, problem identification and rehabilitation recommendation. Without a r.easonable truck traffic forecasting methodology, PMDSS is not able to project pavement performance trends in order to make assessment and recommendations in the future years. However, none of WisDOT's existing forecasting methodologies has been designed specifically for predicting truck movements on a statewide highway network. For this research, the Origin-Destination survey data avaiiable from WisDOT, including two stateline areas, one county, and five cities, are analyzed and the zone-to'||'&'||'not;zone truck trip tables are developed. The resulting Origin-Destination Trip Length Frequency (00 TLF) distributions by trip type are applied to the Gravity Model (GM) for comparison with comparable TLFs from the GM. The gravity model is calibrated to obtain friction factor curves for the three trip types, Internal-Internal (I-I), Internal-External (I-E), and External-External (E-E). ~oth "macro-scale" calibration and "micro-scale" calibration are performed. The comparison of the statewide GM TLF with the 00 TLF for the macro-scale calibration does not provide suitable results because the available 00 survey data do not represent an unbiased sample of statewide truck trips. For the "micro-scale" calibration, "partial" GM trip tables that correspond to the 00 survey trip tables are extracted from the full statewide GM trip table. These "partial" GM trip tables are then merged and a partial GM TLF is created. The GM friction factor curves are adjusted until the partial GM TLF matches the 00 TLF. Three friction factor curves, one for each trip type, resulting from the micro-scale calibration produce a reasonable GM truck trip model. A key methodological issue for GM. calibration involves the use of multiple friction factor curves versus a single friction factor curve for each trip type in order to estimate truck trips with reasonable accuracy. A single friction factor curve for each of the three trip types was found to reproduce the 00 TLFs from the calibration data base. Given the very limited trip generation data available for this research, additional refinement of the gravity model using multiple mction factor curves for each trip type was not warranted. In the traditional urban transportation planning studies, the zonal trip productions and attractions and region-wide OD TLFs are available. However, for this research, the information available for the development .of the GM model is limited to Ground Counts (GC) and a limited set ofOD TLFs. The GM is calibrated using the limited OD data, but the OD data are not adequate to obtain good estimates of truck trip productions and attractions .. Consequently, zonal productions and attractions are estimated using zonal population as a first approximation. Then, Selected Link based (SELINK) analyses are used to adjust the productions and attractions and possibly recalibrate the GM. The SELINK adjustment process involves identifying the origins and destinations of all truck trips that are assigned to a specified "selected link" as the result of a standard traffic assignment. A link adjustment factor is computed as the ratio of the actual volume for the link (ground count) to the total assigned volume. This link adjustment factor is then applied to all of the origin and destination zones of the trips using that "selected link". Selected link based analyses are conducted by using both 16 selected links and 32 selected links. The result of SELINK analysis by u~ing 32 selected links provides the least %RMSE in the screenline volume analysis. In addition, the stability of the GM truck estimating model is preserved by using 32 selected links with three SELINK adjustments, that is, the GM remains calibrated despite substantial changes in the input productions and attractions. The coverage of zones provided by 32 selected links is satisfactory. Increasing the number of repetitions beyond four is not reasonable because the stability of GM model in reproducing the OD TLF reaches its limits. The total volume of truck traffic captured by 32 selected links is 107% of total trip productions. But more importantly, ~ELINK adjustment factors for all of the zones can be computed. Evaluation of the travel demand model resulting from the SELINK adjustments is conducted by using screenline volume analysis, functional class and route specific volume analysis, area specific volume analysis, production and attraction analysis, and Vehicle Miles of Travel (VMT) analysis. Screenline volume analysis by using four screenlines with 28 check points are used for evaluation of the adequacy of the overall model. The total trucks crossing the screenlines are compared to the ground count totals. L V/GC ratios of 0.958 by using 32 selected links and 1.001 by using 16 selected links are obtained. The %RM:SE for the four screenlines is inversely proportional to the average ground count totals by screenline .. The magnitude of %RM:SE for the four screenlines resulting from the fourth and last GM run by using 32 and 16 selected links is 22% and 31 % respectively. These results are similar to the overall %RMSE achieved for the 32 and 16 selected links themselves of 19% and 33% respectively. This implies that the SELINICanalysis results are reasonable for all sections of the state.Functional class and route specific volume analysis is possible by using the available 154 classification count check points. The truck traffic crossing the Interstate highways (ISH) with 37 check points, the US highways (USH) with 50 check points, and the State highways (STH) with 67 check points is compared to the actual ground count totals. The magnitude of the overall link volume to ground count ratio by route does not provide any specific pattern of over or underestimate. However, the %R11SE for the ISH shows the least value while that for the STH shows the largest value. This pattern is consistent with the screenline analysis and the overall relationship between %RMSE and ground count volume groups. Area specific volume analysis provides another broad statewide measure of the performance of the overall model. The truck traffic in the North area with 26 check points, the West area with 36 check points, the East area with 29 check points, and the South area with 64 check points are compared to the actual ground count totals. The four areas show similar results. No specific patterns in the L V/GC ratio by area are found. In addition, the %RMSE is computed for each of the four areas. The %RMSEs for the North, West, East, and South areas are 92%, 49%, 27%, and 35% respectively, whereas, the average ground counts are 481, 1383, 1532, and 3154 respectively. As for the screenline and volume range analyses, the %RMSE is inversely related to average link volume. 'The SELINK adjustments of productions and attractions resulted in a very substantial reduction in the total in-state zonal productions and attractions. The initial in-state zonal trip generation model can now be revised with a new trip production's trip rate (total adjusted productions/total population) and a new trip attraction's trip rate. Revised zonal production and attraction adjustment factors can then be developed that only reflect the impact of the SELINK adjustments that cause mcreases or , decreases from the revised zonal estimate of productions and attractions. Analysis of the revised production adjustment factors is conducted by plotting the factors on the state map. The east area of the state including the counties of Brown, Outagamie, Shawano, Wmnebago, Fond du Lac, Marathon shows comparatively large values of the revised adjustment factors. Overall, both small and large values of the revised adjustment factors are scattered around Wisconsin. This suggests that more independent variables beyond just 226; population are needed for the development of the heavy truck trip generation model. More independent variables including zonal employment data (office employees and manufacturing employees) by industry type, zonal private trucks 226; owned and zonal income data which are not available currently should be considered. A plot of frequency distribution of the in-state zones as a function of the revised production and attraction adjustment factors shows the overall " adjustment resulting from the SELINK analysis process. Overall, the revised SELINK adjustments show that the productions for many zones are reduced by, a factor of 0.5 to 0.8 while the productions for ~ relatively few zones are increased by factors from 1.1 to 4 with most of the factors in the 3.0 range. No obvious explanation for the frequency distribution could be found. The revised SELINK adjustments overall appear to be reasonable. The heavy truck VMT analysis is conducted by comparing the 1990 heavy truck VMT that is forecasted by the GM truck forecasting model, 2.975 billions, with the WisDOT computed data. This gives an estimate that is 18.3% less than the WisDOT computation of 3.642 billions of VMT. The WisDOT estimates are based on the sampling the link volumes for USH, 8TH, and CTH. This implies potential error in sampling the average link volume. The WisDOT estimate of heavy truck VMT cannot be tabulated by the three trip types, I-I, I-E ('||'&'||'pound;-I), and E-E. In contrast, the GM forecasting model shows that the proportion ofE-E VMT out of total VMT is 21.24%. In addition, tabulation of heavy truck VMT by route functional class shows that the proportion of truck traffic traversing the freeways and expressways is 76.5%. Only 14.1% of total freeway truck traffic is I-I trips, while 80% of total collector truck traffic is I-I trips. This implies that freeways are traversed mainly by I-E and E-E truck traffic while collectors are used mainly by I-I truck traffic. Other tabulations such as average heavy truck speed by trip type, average travel distance by trip type and the VMT distribution by trip type, route functional class and travel speed are useful information for highway planners to understand the characteristics of statewide heavy truck trip patternS. Heavy truck volumes for the target year 2010 are forecasted by using the GM truck forecasting model. Four scenarios are used. Fo~ better forecasting, ground count- based segment adjustment factors are developed and applied. ISH 90 '||'&'||' 94 and USH 41 are used as example routes. The forecasting results by using the ground count-based segment adjustment factors are satisfactory for long range planning purposes, but additional ground counts would be useful for USH 41. Sensitivity analysis provides estimates of the impacts of the alternative growth rates including information about changes in the trip types using key routes. The network'||'&'||'not;based GMcan easily model scenarios with different rates of growth in rural versus . . urban areas, small versus large cities, and in-state zones versus external stations. cities, and in-state zones versus external stations.

• Journal of Biosystems Engineering
• /
• 제3권1호
• /
• pp.1-19
• /
• 1978

Power tiller is a major unit of agricultural machinery being used on farms in Korea. About 180.000 units are introduced by 1977 and the demand for power tiller is continuously increasing as the farm mechanization progress. Major farming operations done by power tiller are the tillage, pumping, spraying, threshing, and hauling by exchanging the corresponding implements. In addition to their use on a relatively mild slope ground at present, it is also expected that many of power tillers could be operated on much inclined land to be developed by upland enlargement programmed. Therefore, research should be undertaken to solve many problems related to an effective untilization of power tillers on slope ground. The major objective of this study was to find out the travelling and tractive characteristics of power tillers being operated on general slope ground.In order to find out the critical travelling velocity and stability limit of slope ground for the side sliding and the dynamic side overturn of the tiller and tiller-trailer system, the mathematical model was developed based on a simplified physical model. The results analyzed through the model may be summarized as follows; (1) In case of no collision with an obstacle on ground, the equation of the dynamic side overturn developed was: $$\sum_n^{i=1}W_ia_s(cos\alpha cos\phi-{\frac {C_1V^2sin\phi}{gRcos\beta})-I_{AB}\frac {v^2}{Rr}}=0$$ In case of collision with an obstacle on ground, the equation was: $$\sum_n^{i=1}W_ia_s\{cos\alpha(1-sin\phi_1)-{\frac {C_1V^2sin\phi}{gRcos\beta}\}-\frac {1}{2}I_{TP} \( {\frac {2kV_2} {d_1+d_2}\)-I_{AB}{\frac{V^2}{Rr}} \( \frac {\pi}{2}-\frac {\pi}{180}\phi_2 \} = 0 $$ (2) As the angle of steering direction was increased, the critical travelling veloc\ulcornerities of side sliding and dynamic side overturn were decreased. (3) The critical travelling velocity was influenced by both the side slope angle .and the direct angle. In case of no collision with an obstacle, the critical velocity $V_c$ was 2.76-4.83m/sec at $\alpha=0^\circ$, $\beta=20^\circ$ ; and in case of collision with an obstacle, the critical velocity $V_{cc}$ was 1.39-1.5m/sec at $\alpha=0^\circ$, $\beta=20^\circ$ (4) In case of no collision with an obstacle, the dynamic side overturn was stimu\ulcornerlated by the carrying load but in case of collision with an obstacle, the danger of the dynamic side overturn was decreased by the carrying load. (5) When the system travels downward with the first set of high speed the limit {)f slope angle of side sliding was $\beta=5^\circ-10^\circ$ and when travels upward with the first set of high speed, the limit of angle of side sliding was $\beta=10^\circ-17.4^\circ$ (6) In case of running downward with the first set of high speed and collision with an obstacle, the limit of slope angle of the dynamic side overturn was = $12^\circ-17^\circ$ and in case of running upward with the first set of high speed and collision <>f upper wheels with an obstacle, the limit of slope angle of dynamic side overturn collision of upper wheels against an obstacle was $\beta=22^\circ-33^\circ$ at $\alpha=0^\circ -17.4^\circ$, respectively. (7) In case of running up and downward with the first set of high speed and no collision with an obstacle, the limit of slope angle of dynamic side overturn was $\beta=30^\circ-35^\circ$ (8) When the power tiller without implement attached travels up and down on the general slope ground with first set of high speed, the limit of slope angle of dynamic side overturn was $\beta=32^\circ-39^\circ$ in case of no collision with an obstacle, and $\beta=11^\circ-22^\circ$ in case of collision with an obstacle, respectively.

• 한국항만경제학회지
• /
• 제36권3호
• /
• pp.1-20
• /
• 2020

연안 여객항로는 육지와 섬지역의 연결, 섬주민의 수송수단, 섬지역 관광과 같은 역할을 수행하기 때문에 매우 중요하다. 특히 최근 국민소득의 증대, 일과 휴식이 균형 잡힌 워라벨(Work-life balance) 문화의 확산, 주 5일제 도입 등 삶의 질이 향상됨에 따라 여가문화생활인 여행에 대한 관심이 높아졌으며, 이에 섬지역에 대한 우리 국민의 관광 수요 증가하고 있다. 이러한 연안관광 환경 변화에 의해서 연안 여객터미널 이용객수가 증가함에 따라 연안 여객터미널 시설 및 서비스에 대한 중요성과 필요성이 점점 증대되고 있다. 이러한 상황에서 여객터미널 관리 조직들이 예산을 합리적으로 집행하여 여객터미널 이용객의 이용편익을 제고할 수 있도록 연안 여객터미널을 효율적으로 관리 운영할 필요가 있다 본 연구에서는 연안 여객터미널 관리·운영기관(업체)이 수익성 중심의 경영과 공공성 중심의 경영을 효율적으로 하고 있는지에 대한 평가 및 분석을 실시하였다. 연안여객 터미널의 경여 효율성 평가를 위하여 터미널의 건물 연면적, 투입인력, 예산지출 대비 이용객수와 운영수입의 관계를 분석하고, 이들 투입 및 산출변수들을 투입한 DEA분석을 통해 경영효율성을 비교 평가하였다. 분석결과, 분석결과 15개 터미널 중 인천항 제1국제, 사동항, 포항항, 목포항 제2 연안, 부산항 연안 여객터미널의 경영효율성이 떨어지는 것으로 나타났다. 전체 연안 여객터미널과 비교하여 수익성이 낮은 것으로 평가되는 8개 터미널은 섬관광 활성화와 러시아 및 일본지역 항로 개발(동해항 국제)을 통해 이용객수 증가에 따른 터미널 이용료 수입을 증대시키고, 터미널 사무실 임대 수입 및 부대사업 수입을 증대시켜 수익성을 개선하여야 할 것이다. 공익성의 경영효율성이 낮은 8개 터미널은 섬관광 홍보 및 마케팅 강화, 일본 및 중국 연안지역 관관상품 개발, 항로 개발, 초대형 쾌속선 도입 등을 통해 이용객수를 증대시켜나가야 할 것이다. 이 연구는 연안 여객터미널의 건물 연면적, 투입인력, 예산지출의 투입지표와 운영수입 및 이용객수의 산출지표를 할용하여 경영 효율성을 최초로 평가하고, 터미널의 특성을 반영하여 수익성 및 공익성의 경영효율성 개선방안을 제시하였다는 점에서 연구의 의의가 크다고 할 수 있다.

• 한국지하수토양환경학회:학술대회논문집
• /
• 한국지하수토양환경학회 1997년도 추계 국제학술심포지움 논문집
• /
• pp.3-31
• /
• 1997

Water has always played a significant role in the lives of people. In urbanised Rome, with its million people. sophisticated supply systems developed and then fled with the empire. only to be rediscovered later But it was the industrial Revolution commencing in the eighteenth century that ushered in major paradigm shifts In use and altitudes towards water. Rapid and concentrated urbanisation brought problems of expanded demands for drinking supplies, waste management and disease. The strategy of using water from local streams, springs and village wells collapsed under the onslaughts of rising urban demands and pollution due to poor waste disposal practices. Expanding travel (railways. and steamships) aided the spread of disease. In England. public health crises peaks, related to water-borne typhoid and the three major cholera outbreaks occurred in the late eighteenth and early nineteenth century respectively. Technological, engineering and institutional responses were successful in solving the public health problem. it is generally accepted that the putting of water into pipe networks both for a clean drinking supply, as well as using it as a transport medium for removal of human and other wastes, played a significant role in towering death rates due to waterborne diseases such as cholera and typhoid towards the end of the nineteenth century. Today, similar principles apply. A recent World Bank report Indicates that there can be upto 76％ reduction in illness when major water and sanitation improvements occur in developing countries. Water management, technology and thinking in Australia were relatively stable in the twentieth century up to the mid to late 1970s. Groundwater sources were investigated and developed for towns and agriculture. Dams were built, and pipe networks extended both for supply and waste water management. The management paradigms in Australia were essentially extensions of European strategies with the minor adaptions due to climate and hydrogeology. During the 1970s and 1980s in Australia, it was realised increasingly that a knowledge of groundwater and hydrogeological processes were critical to pollution prevention, the development of sound waste management and the problems of salinity. Many millions of dollars have been both saved and generated as a consequence. This is especially in relation to domestic waste management and the disposal of aluminium refinery waste in New South Wales. Major institutional changes in public sector water management are occurring in Australia. Upheveals and change have now reached ail states in Australia with various approaches being followed. Market thinking, corporatisation, privatisation, internationalisation, downsizing and environmental pressures are all playing their role in this paradigm shift. One casualty of this turmoil is the progressive erosion of the public sector skillbase and this may become a serious issue should a public health crisis occur such as a water borne disease. Such crises have arisen over recent times. A complete rethink of the urban water cycle is going on right now in Australia both at the State and Federal level. We are on the threshold of significant change in how we use and manage water, both as a supply and a waste transporter in Urban environments especially. Substantial replacement of the pipe system will be needed in 25 to 30 years time and this will cost billions of dollars. The competition for water between imgation needs and environmental requirements in Australia and overseas will continue to be an issue in rural areas. This will be especially heightened by the rising demand for irrigation produced food as the world's population grows. Rapid urbanisation and industrialisation in the emerging S.E Asian countries are currently producing considerable demands for water management skills and Infrastructure development. This trend e expected to grow. There are also severe water shortages in the Middle East to such an extent that wars may be fought over water issues. Environmental public health crises and shortages will help drive the trends.

• 항공우주정책ㆍ법학회지
• /
• 제4권
• /
• pp.7-35
• /
• 1992

The expansion of air transport on a global scale with ever increasing traffic densities has brought about problems that must be solved through new multilateral mechanisms. Looking to the immediate future, air transport will require new forms of international cooperation in technical and economic areas. Air transport by its very nature should have been a counterforce to nationalism. Yet, the regulatory system in civil aviation is still as firmly rooted in the principle of national sovereignty as when it was first proclaimed at t-11e Paris Convention of 1919 and reaffirmed in the Chicago Convention. Sovereignty over the airspace has remained the cornerstone of relations between states in all respects of air transport. The importance of sovereignty over air space embodied in article 1 of the Chicago Conrenton also is responsible for restricting the authority of ICAO as an intergovernmental regulatory agency. The Orgenization, for all its extensive efforts, has only limited authority. ICAO sets standards but cannot enforce them; it devises solutions but cannot impose them. To implement its rules ICAO most rely not so much on legal requirements as on the goodwill of states. It has been forty-eight years since international community set the foundations of the international system in civil aviation action. Profound political, economic and technological changes have taken place in air transport. The Chicago Convention is living proof that staes can work together to make air transport a safe mode of travel. The law governing international civil auiation is principally based on international treaties and on other regulation agreed to by governments, for the most part through the mechanism of ICAO. The role of ICAO international standards and recommended practices and procedures dealing with a broad range of technical matters could hardly be overestimated. The organization's ability to develop these standards and procedures, to adapt them continuously to the rapid sate of change and development of air transport, should be particularly stressed. The role of ICAO in the area of the development of multilateral conventions on international air law has been successful but to a certain degree. From the modest starting-point of the Tokyo Convention, we have seen more adequate international instruments prepared within the scope of ICAO activities, adopted: the Hague Convention of 1970 for the suppression of Unlawful Seizure of Aircraft and the Montreal Convention of 1971 for the Suppression of Unlawful Acts against the Safety of Civil Aviation. The work of ICAO in the new domain of international law conventions concerning what has been loosely termed above as the criminal problems connected with international air transport, in particular the problem of armed aggression against aircraft, should be positively appreciated. But ICAO records in the domain of developing a uniform legal system of international carriage by air are rather disappointing. The problem of maintaining and developing the uniformity of this regulation exceeds the scope of interest and competence of governmental transport agencies. The expectations of mankind linked to it are too great to give up trying to restore the uniform legal system of international air carriage that would create proper conditions for its further growth. It appears that ICAO has, at present, a good opportunity for doing this. The hasty preparation of ICAO draft conventions should be definitely excluded. Every Preliminary draft convention ought to be sent to Governments of all member-States for consideration, So that they could in form ICAO in due time of their observation. The problom of harmonizing a uniform law of international air carriage with that of other branches of international transport should demand more and more of its attention. ICAO cooperation with other international arganization, especially these working in the field of international transport, should be strengthened. ICAO is supposed to act as a link and a mediator among, at times the conflicting interests of member States, serving the happiness and peace of all of the world. The transformation of the contemporary world of developing international relations, stimulated by steadily growing international cooperation in its various dimensions, political, economic, scientific, technological, social and cultural, continuously confronts ICAO with new task.

• 의료법학
• /
• 제17권1호
• /
• pp.107-135
• /
• 2016

의료관광은 21세기 새로운 고부가가치 관광산업이라고 할 수 있다. 각 국가마다 다양하고 차별화된 의료관광 상품개발로 의료관광산업은 더욱더 활성화 될 것이다. 이러한 의료관광에 대한 관심이 증가함에 따라 의료관광상품을 개발하고 홍보하기 위해서는 관광객의 수요와 관심분야를 정확하게 분석하고 제공할 의료관광 상품을 준비해야 한다. 정부는 의료관광산업을 고부가가치 창출을 통한 국가경제발전과 Global Healthcare산업 전문가 육성 등을 통한 고용창출에 대한 기대효과가 큰 산업으로 보고, 의료관광 분야의 지원정책을 확대하여 의료관광 출입국 제도 개선, 의료관광객을 위한 원스톱 서비스 제도, 의료관광인력 양성제도 등을 도입하였다. 하지만 외국인 환자와 의료관광 유치업자와의 분쟁이 발생하고 있으며, 외국인 환자와 의료인의 의료사고분쟁, 외국인 환자를 대상으로 하는 여행업 종사자들과의 분쟁 등이 발생하고 있다. 본 논문은 의료관광과 관련하여 유치업자를 중심으로 발생하는 분쟁에 대한 유형을 검토하고 그에 대한 해결방안을 검토를 시도하였다. 이를 통해 의료관광 유치업자는 중개된 급부를 알선할 의무와 동시에 상당한 주의를 가지고 그 사무를 처리하여야 할 책임이 있다는 것을 알 수 있었다. 따라서 중개계약 성립 후에 적극적으로 중개결과에 이르기까지 소극적으로 대처하여 분쟁이 발생할 경우에는 그에 대한 책임에서 벗어나기 어렵다. 또한 의료관광 중개계약에서 유치업자는 외국인환자에게 급부의 내용에 설명의무와 조언의무를 부담하는 것을 알아야 한다. 외국인환자와 보건산업진흥원 "외국인환자 의료분쟁 해결을 위한 중재제도 안내"를 보면, 외국인환자가 진료계약서 작성할 때 외국인환자에게 의료사고로 인한 분쟁이 발생할 경우 우선적으로 "의료사고 피해구제 및 의료분쟁 조정 등에 관한 법률"에 따라 분쟁을 해결할 수 있는 방안을 마련하고 있다. 하지만 이러한 방법이 외국인환자를 보호하는데 충분한 것인지에 대한 논의는 좀 더 다양한 관점에서의 논의가 필요하다고 생각한다. 의료관광을 활성화시키기 위해서는 다양한 상품을 개발하는 것도 매우 중요하지만, 그와 관련한 분쟁이 발생할 경우 그에 대한 대처 방안도 사전에 마련해 두어야 할 것이다. 그렇게 함으로써 우수한 의료기술뿐만 아니라 외국인 의료관광객에게 신뢰를 바탕으로 더 커다란 발전을 할 수 있으리라 기대한다.

• 한국항만학회지
• /
• 제12권1호
• /
• pp.35-46
• /
• 1998

우리나라 서남권역의 거점 항만으로서 역할을 해온 목포항은 황해경제권의 중심에 위치하여 대중국 교역 및 TCR과의 연결에 유리한 지리적 이점을 갖고 있다. 또한 세계경제의 성장축이 환태평지역으로 이동할 것으로 예상되고, 황해경제권의 부상에 따라 이 지역의 역내교역 컨테이너 물동량의 증가가 예상되며, 주변 공단의 조성과 활성화가 가시화될 때 목포항의 역할과 기능이 크게 부각될 것으로 전망된다. 이러한 목포항 주변 환경의 변화에 따라 정부에서는 목포신외항 1단계 사업으로 2001년까지 30,000 DWT급 선박이 접안할 수 있는 컨테이너부두 1선석과 다목적부두 1선석을 건설하고 있다. 컨테이너 터미널 개장 초기에는 1선석만을 컨테이너 터미널로 사용하나 장기적으로는 2선석 모두 컨테이너 물동량을 처리할 예정이다. 본 연구는 2001년에 개장되는 목포신외항의 컨테이너 터미널 운영시스템에 따른 적정한 CY 소요면적을 산정하는 데 그 목적이 있다. 컨테이너 터미널의 계획 및 설계 단계에서 고려하여야 할 중요한 항목 중의 하나는 터미널 운영시스템의 선정에 따라서 터미널의 소요면적이 크게 달라진다는 점이다. 컨테이너 터미널의 CY 소요면적은 예상되는 컨테이너의 장치수요량과 장치기간에 의하여 크게 영향을 받게 되며, 또한 CY에서 사용되는 컨테이너 취급장비에 따라서 적재단수가 다르기 때문에 어떠한 운영시스템을 선정하는가에 따라서 CY 소요면적은 크게 다르게 된다. 따라서, 본 연구에서는 CY 소요면적 산정에 영향을 미치는 주요한 요소들을 고려하여 2001년에 개장되는 목표신외항 컨테이너 터미널에 있어서 2001-2016년까지의 기간동안 각 컨테이너 터미널 운영시스템에 따른 CY 소요면적을 산정하였다. 그리고 목포신항만의 터미널 운영시스템별 CY 소요면적을 결론 부분에 요약하였다.되므로, 조사료(粗飼料)의 사료가치(飼料價値)를 평가(評價)함에 있어서는 급여수준(給與水準)과 소화율(消化率)과의 관계를 주의깊게 고려해야 할 것이다. 생산(生産)할 수 있다고 사료(思料)된다.향이 없었으나 골목 $m^3$당 접종량(接種量) 4.0kg구가 1.63g로 가장 큰 것으로 나타났다.과(結果)를 종합(綜合)해 보면 전호(前胡)의 용도별(用途別) 적정(適正) 재식거리(栽植距離)는 채소형(菜蔬型) $30\times20cm$, 약재형(藥材型) $60\times30cm$, 채소(菜蔬) 약재(藥材) 복합형(複合型) $45\times20cm$에서 지하부(地下部) 생육(生育)이 양호(良好)하면서 생엽(生葉) 및 건근(乾根) 수량(收量)이 증수(增收)되는 경향(傾向)을 보였다.퇴비(堆肥) 등(等) 유기질(有機質) 비료(肥料) 시용(施用)이 효고적(效果的)이었다.DS-PAGE법(法)으로 단백질(蛋白質) 양상을 등숙시기별(等熟時期別)로 조사(調査)한 결과(結果) 두 계통간(系統間) 질적(質的)인 차이(差異)는 보이지 않았으나 시기별(時期別)로는 양적차이(量的差異)를 나타냈다.間)에는 부(負)(-)의 상관(相關)이 있다.($P{\leq}0.01%$). 5. NEL 및 starch value 환경온도(環境溫度)가 상승(上昇)됨에 따라 감소(減少)된다. 4 엽기(葉期) sorghum식물(植物)의 환경온도(環境溫度)를 달리 하였을 때 NEL가치(價値)는 각각(各各) 4.87MJ($30/25^{\circ}C$), 5.46MJ($25/20^{\circ}C$) 및 5.81MJ/kg($18/8^{\circ}C$)로 변(變)하여 고온(高溫)에서