본 연구에서는 해상교량의 선박충돌 해석을 위한 설계선박을 결정하기 위한 선박충돌 위험도 분석을 수행하였다. 확률기반 해석과정을 포함하는 Method II를 이용하여 선박충돌 위험도 해석결과로부터 선박충돌에 대한 설계선박을 선정하였다. 계산연간파괴빈도와 허용기준을 반복 비교하는 해석과정에서는 연간파괴빈도 허용기준의 분배방법이 포함된다. 주탑집중 분배방법이 주탑에 비해 과대평가되는 교각의 설계 수평내하력을 적절히 수정할 경우에는 보다 경제적인 결과를 가져오지만, 교량부재의 중요도를 고려한 가중치에 의한 분배방법이 설계인자의 특성들을 정량적으로 고려하기 때문에 보다 합리적인 것으로 보인다. 선박충돌에 노출된 교각 각각에 대한 선박충돌위험도 평가로부터 교량의 대표 설계선박이 선정되었다. 설계선박은 같은 교량에서도 선박통행량 특성에 따라 많은 차이가 있다.

In this study, an optimization technique was developed from the application of allocation rule. The results obtained from the water supply analysis and reliability indices analysis of Andong dam and Imha dam which are consist of parallel reservoir system are summarized as the followings; Allocation rule(C) is effective technique at the parallel reservoir system because results of the water supply analysis, storage analysis and reliability indices analysis is calculated reasonable results. Also, reliability indices analysis results are not sufficient occurrence based reliability or quantity based reliability. Thus reliability indices analysis are need as occurrence based reliability, quantity based reliability vulnerability, resilience, average water supply deficits and average storage. And water supply condition is better varying water supply condition than constant water supply condition.

In this study, an optimization technique was developed from the application of Allocation Rule. Average Allocation coefficients of the Andong and Imha dam compare constant water supply condition with vary water supply condition that are above the contribute ratio 67%～50% the Andong dam in Rule(A)～Rule(C). In the Refill Season, Andong dam water supply contribution is higher than Imha dam at the Control point water supply. In the Allocation analysis results, Rule(A) is calculated storage ratio because Andong dam contribute to Control point larger than Imha dam which Andong dam storage is larger than Imha dam storage. Rule(B) calculated sum of the storage and inflow ratio for Andong dam and Imha dam, as Andong dam contribution is higher than Imha dam. Rule(C) calculated that sum of storage, inflow and water supply is divided average storage ratio, as the best results of the Allocation coefficients and water supply capacity. The results of storage analysis is larger vary water supply condition than constant water supply condition and the results of water supply analysis is larger vary water supply condition than constant water supply condition. Water supply deficit is decrease 30% for vary water supply condition.

본 연구는 합리적 용수배분의 기본원칙으로 효율성, 형평성과 지속가능성을 설정하고, 용도별 용수의 상대적 중요도를 나타내는 용도가중치와 각 수요처의 지역적 특성을 대표하는 지역가중치를 산정 하였다. 용도가중치는 계층화분석과정(AHP, Analytic Hierarchy Process)기법을 사용하였으며, 지역가중치는 사회ㆍ경제적 통계치를 반영한 지역특성가중치와 지역규모가중치를 조합하여 산정 하였다. 이러한 가중치를 적용하여 댐을 중심으로 한 용수배분 방안을

In the Internet, to guarantee transmission rate and delay and to achieve fair bandwidth allocation, many per-flow scheduling algorithms, such as fair queueing, which have many desirable properties for congestion control, have been proposed and designed. However, algorithms based on per-flow need maintain rate state, buffer management and packet scheduling, so that it cost great deal ： implement. Therefore, in this paper, to implement routers cost-effectively, we propose CS-FNE algorithm based on FNE in Core-Stateless network We evaluate CS-FNE comparing with four additional algorithms i.e., CSFQ, FRED, RED and DRR, in several different, configurations and traffic sources. Through simulation results, we show that CS-FNE algorithm can allocate fair bandwidth approximately and is simpler and easier to implement than other per-flow basis queueing mechanisms.

경비, 훈련, 지원 등의 해상 임무를 종료한 해군 함정은 차기 임무를 준비하기 위해 모항에 입항하여 긴급수리, 유류수급, 무장 적하역, 크레인, 태세유지, 수리, 포 배열, 탄약적재, 부식 작업 등의 일련의 서비스를 필요로 한다. 본 연구에서는 한정된 선석과 설비 자원 하에서 여러 함정에 대한 효율적인 선석 할당 계획의 수립을 목적으로 한다. 이를 위해 불필요한 선석이동을 줄이고 계획기간 동안 각 함정이 필요로 차는 서비스를 점수화한 총점을 최대화하는 기존의 모형을 토대로, 서비스 지속 기간이 제한적이고 서비스들 간의 전후 우선순위가 존재하는 현실적인 제약을 고려하면서 전비태세를 향상시킬 수 있는 혼합 정수 계획 모형(Mixed Integer Programming)을 수립해 보았다. 효과적인 분석을 위하여 ILOG OPL(Optimization Programming Language) Studio 3.1을 사용하여 모델링 한 후 ILOG CPLEX 7.0으로 최적해를 구해 보았다. 본 연구에서 제시한 모형이 해군 함정의 효율전인 선석 할당 계획 수립에 적용될 수 있다면 해군 부대의 전비태세 향상에 기여를 할 수 있을 것으로 생각된다.

1993-98년 동안 농촌진흥청의 벼직파재배 연구현황과 연구자원 배분의 경제적 합리성에 관한 연구결과는 다음과 같다. 1. 벼직파기술분야별 연구는 과거에는 기초연구부문에 집중되었으나 최근에는 직접 농민들의 현장애로를 타개하기 위한 파종, 입모, 잡초방제, 물관리 등 기능적 문제점을 해결하기 위한 연구투자가 확대되었다. 2. 직파재배의 초기에는 파종과 품종육성 부문에 연구투자가 크게 이루어졌으나 최근에는 그 비중이 줄어들고 시비개선, 잡초 방제, 물관리 부문에 대한 연구자원 배분이 늘어나고 있다. 3. 토양관리와 입모에 관한 연구비중은 줄어들고 있어 농민들의 이 부문에 대한 현장 애로는 크게 감소된 것으로 나타났다. 4. 벼직파재배에 대한 연구의 경제적 성과와 연구자원 배분은 기술분야별 일치성이 커서 합리적인 연구자원 배분이 이루어지고 있다.

선박이 해상에서 조난을 당했을 경우 인명과 재산 및 해양 환경보호를 위하여 조난자 및 조난선박을 신속히 수색ㆍ구조 함으로써 해양사고로 인한 인적, 물적 피해 및 해양환경의 피해를 최소화 할 필요가 있다. IMO에서 채택한 SAR협약은 우리나라에서는 1995년 발효되었고 국세적으로는 해양경찰청이 SAR협약의 이행기관이 되었다. 해상에서 조난자나 조난선박의 구조 및 발견 가능성은 시간이 경과함에 따라 급속히 감소하기 때문에 SAR임무의 핵심은 효율적인 수색ㆍ구조 계획을 통해 신속하게 생존자를 수색ㆍ구조하는 것이라 할 수 있다. 본 연구에서는 해양사고가 발생한 경우 구조선이 최단시간 내에 조난현장에 도착 할 수 있는 해상 수색ㆍ구조선 최적배치 모델을 정식화 하였다. 또한 해양경찰청의 구조선의 운용과 기술적인 능력을 고려하여 우리나라 수색 구조 구역을 180개의 소구역으로 나누고 최적배치 위치 및 척수를 구하였으며, 구조선의 합리적인 운용을 위해 추가적으로 소요되는 척수를 산정하였다.

가뭄시 다양한 수요자의 수요량을 충족하지 못하고 한정된 물을 공급함으로 인해 많은 분쟁이 발생되고 있으며, 이를 해결하기 위하여 사회적 합의를 도출할 수 있는 용도별 용수 우선 순위의 의사 결정이 이루어져야 한다. 이와 같은 의사결정은 합리적이며 시스템적인 절차로 수행한다. 첫째, 가뭄으로 인한 영향을 받는 경제적, 환경적, 사회적 관점과 그와 관련된 세부적 속성들을 기준 레벨로 정하고 4가지의 대안을 명시한다. 둘째, 전문가와 지역주민에 대하여 쌍대비

This study was performed to plan pollutant loading allocation by sub-watershed at Kumho river basin located in the north Kyeongsang province. HEC-geoHMS which is extension program of ArcView was used to extract sub-watershed. To simulate water quality, Qual2eu model was calibrated and validated. BOD was simulated under several scenarios to evaluate reduction effects of pollutant loading. Uniform treatment and transfer matrix method was considered. Effects of headwater flow rate and efficiency waste water treatment plant were also considered.

In the present study, space allocation methods of pollutant emission from area and mobile sources are assessed by the actual application to air quality modeling of Pohang area. It is found that the TM-based modeling which allocates emission onto the 1km x 1km sized TM-grid system predicts almost the same mean ground-level concentration as that by the GIS-based modeling which uses geographical information of area and mobile sources directly, while maximum ground-level concentration by the TM-based modeling is predicted considerably lower than that by the GIS-based modeling. Moreover, the problem is found that the TM-based modeling causes deviation of mobile roads. In conclusion, it is anticipated to applying GIS-based modeling for a more accurate assessment of air quality in local scale.

The Keum river has been utilized for drinking water supply of several city including Kunsan city and is deepening pollution state due to numerous municipal and industrial discharges. The concentration BOD in river is affected by the organic loading from a tributary and the algae biomass that largely happen to under eutrophication state. In the eutrophic water mass such as the Keum river, the autochthonous BOD was very important part for making a decision of water quality management, because it was accounted for majority of the total BOD. The predict of water quality has important meaning for management of water quality pollution of the Keum river. The purpose of this study will manage and predict water quality of the Keum river using QUAL-2E model considering the autochthonous BOD. The estimation of autochthonous BOD represented that the relationship between BOD and chlorophyll a. The regression equation was shown to be autochthonous BOD=β5×chlorophyll a. The results of this study may be summarized as followed; The QUAL-2E model was calibrated with the data surveyed in the field of the study area in June, 1998. The calculated value by QUAL-2E model are in good agree to measured value within relative error of 7.80∼20.33%. Especially, in the case of the considering autochthonous BOD, the calculated value of BOD were fairly good coincided with the observed values within relative error of 15%. But the case of not considering autochthonous BOD, relative error of BOD was shown to be 43.2%. In order to attain Ⅱ grade of water quality standard in Puyo station which has a intake facility of water supply, we reduced to the pollutants loading of tributaries. In the case of removed 100% BOD of tributaries, the BOD of Puyo station was 4.07㎎/ℓ, belong to Ⅲ grade of water quality standard. But in the case of removed 88% nutrient of tributaries, it was satisfied to Ⅱ grade of water quality standard as below 3㎎/ℓof BOD. For estimation of autochthonous BOD in Keum river, we are performed simulating in accordance with reduction of nutrient load(50∼100%) under conditions removal 90% organic load. Occupancy of autochthonous BOD according to nutrient loading reductions were varied from 25.97∼79.51%. Occupancy of autochthonous BOD was shown to be a tendency to increasing in accordance with reduction of nutrient loading. Showing the above results, the nutrient that one of the growing factor of algae was important role in decision of BOD in the Keum river. For the water quality management of the Keum river, therefore, it is necessary to considering autochthonous BOD and to construction of advanced sewage treatment plant for nutrient removal.

For efficient development of rural facilities, choice of their optimum locations would be an important issue, however, existing research works concentrated much more an allocation policy of urban industrial complex and public facilities than rural ones. In this study, because agricultural-cum-industrial complex has been the most widely developed representative one of rural facilities, it was selected as a case study facility. As a pre-study to system development, existing governmental location-decision system was checked and interviewing survey carried out to find out on-spot problems. And, being based on literature review and survey analysis results, 4-step optimum locational decision model was developed , formulation of locational goal system, ranking tabulation on components, determination of significance values of components, calculation of component scores. Finally, through the case study works on 3 sites, system applicability was checked, Considering together the simplicity problem of existing guidelines and the interviewing survey results favoring the diversified viewpoints, it would be necessary to develop multifaceted support system for locational decision making. 3-tier classification steps from the higher, middle to lower one were used and their underpinning viewpoints were sorted as on regional development, entrepreneurship, spatial rationality, from which a tentative locational goal system was formulated. Through the expert group checking, final locational goal system was determined having 3 of the higher classification items, 7 of the middle ones, 23 of the lower ogles. For ranking tabulation, 3 types of ranking criteria were arranged which were based on statistical analysis using mean and standard deviation(Type I ), its existence or not 1 good or not(Type E ), and the others(Type E ). From the significance evaluation results, regional development and entrepreneurship aspects were valued much higher than spatial rationality aspect. And, in the middle step, items as spread effects of regional economy, accessibility and social potentialities were highly valued while infrastructural development level and natural condition being low. The application results of the system to 3 case study total. However, the detailed ones differed among study the influencing effects on regional economy, and contrast greater the infrastructural development level. Conclusively, final evaluation values well represented the characteristics of each area. If this system be complemented and applied comprehensively by the successive studies, it would be developed to a general model of locational decision supporting system for rural facilities.

본 논문은 도시유역에서의 강우-유출을 해석하기 위한 설계조건으로서 강우 공간분포와 소유역의 분할이 결과치에 미치는 영향을 9개 도시유역에 대하여 SWMM으로 평가한 것이다. 도시유역을 상류 2개 권역으로 구분하는 각각 Huff의 4개 분포형을 조합하여 적용한 결과는 기존의 Huff2 분포로 균일하게 적용한 경우보다 첨두유량에서 -54.68~18.77% 의 편차를 보여주었다. 따라서 설계홍수량산정에서는 공간분포의 고려는 홍수위험도의 경감에 기여할 것으로

Recently recognize the labor productivity of port physical distribution system in the port and shipping areas, Much Efforts for evaluating this productivity has been made continuously. BUt still there is little study, so far, on a systematic research for the management of port labor gangs, and even those were mainly depended on a rule of thumb. Especially the object of this study is to introduce the method of optimal allocation and assignment for the labor gangs per pier unit in the multiple ships berthed at an arbitary pier or port. In case the multiple ships have a homogeneous cargoes or do not have sufficient labor gangs to be assigned. The problem of optimal allocation and assignment of the labor gangs to be i) formalized with multi-state decision process in form of difference equation as the pattern which converted the independent multiple ships into a single ship with the intra-multiple ships, and ii) the optimal size of labor gangs could be obtained through the simple mathematical method instead of complicated dynamic programming, and iii) In case of shortage of labor gangs available the evaluation function considering the labor gangs available and total shift times was introduced, and iv) the optimal allocation and assignment of labor gangs was dealt at the point of minimizing the summation of the total shift times and at the point of minimizing the total cost charged for the extra waiting time except PHI time during port times for the multiple ships combinations.

Nowadays much efforts for evaluating the productivity of port physical distribution system to meet the rapid change of the port and shipping circumstances has been made continuously all over the world. The major part of these efforts is the improvement of the productivity of cargo handling system. The cargo equipment system as infrastructure in the cargo handling system is organized well in some degrees, but the management system of manpower as upper structure is still remained in an insufficient degree. There is little study, so far, on a systematic research for the management of port labor gang, and even those were mainly depended on rule of thumb. The object of this study is to introduce the method of optimal allocation and assignment for the labor gang in single ship, which was suggested as a first stage in dealing with them generally. The problem of optimal allocation and assignment of the labor gang can be (I) formalized with multi-stage allocation and assignment of the labor gang can be. (II) dealt with two stages in form of hierarchic structure and moreover, (III) The optimal size of labor gang was obtained through dynamic programming from the point of minimizing the summation of labor gang in every stage, (IV) For the problem of optimal assignment, the optimal policy was determined at the point of minimizing the summation of movement between hatches.

Nowaday all the countries of the world have studied the various problems caused in operating their own ports efficiently. Ship delay in the port is attributal to the inefficient operation in the navigation aids, the cargo handling, the storage and transfer facilities, and to the inefficient allocation of gangs or to a bad service for ships. Among these elements the allocation of gangs is the predominating factor in minimizing ship's turn round time. At present, in the case of Pusan Port. the labour union and stevedoring companies allocate gangs in every hatches of ships by a rule of thumb, just placing emphasis on minimizing ship's turn round time, without applying the principle of allocation during the cargo handling. Owing to this the efficiency of the cargo handling could not be expected to be maximized and this unsystematic operation result in supplying human resources of much unnecessary surplus gangs. Therefore in this paper the optimal size and allocation of gangs for minimizing the ship's turn round time is studied and formularized. For the determination of the priority for allocation the evaluation function, namely F=PHin×(W+H), can be obtained; where, PHI : Principal Hatch Index W : Total Cargo Weight represented in Gang-Shifts H : Total Number of Ship's hatches and also for the optimal size of gangs the average number of gang allocated per shift (Ng), namely Ng=W/PHI, is used. The proposed algorithm is applied to Pusan Port and its validity is verified.

The economical property of a shipping enterprise, as well as other transportation industries, is determined by the difference between the freight earned and expense paid. This study can be regarded as a division of optimizing ship allocation to routes under the integrated port transport system. Fleet planning and scheduling require complicated allocations of cargoes to ships and ships to routes in order to optimize the given criterion function for a given forecast period. This paper deals with the optimum ship allocation problem minimizing the operating cost of ships in a shipping company. Optimum fleet operating for a shipping enterprise is very important, since the marine transportation is a form of large quantity transport requiring long-term period, and there is a strong possibility to bring about large amount of loss in operation resulting from a faulty ship allocation. Where there are more than one loading and discharging ports, and a variety of ship's ability in speed, capacity, operating cost etc., and when the amount of commodities to be transported between the ports has been determined, then the ship's schedule minimizing the operating cost while satisfying the transport demand within the predetermined period will be made up. First of all a formula of ship allocation problems will be established and then will be constructed to solve an example by the Integer Programming application after consideration of the ship's ability, supply and demand of commodity, amount of commodity to be transported, operating costs of each ship etc. This study will give good information on deciding intention for a ship oprator or owner to meet the computerization current with shiping management.

As far as transportation problems are concerned, the minimization of transportation cost is the most prevailing object. But in some cases, the cargo delivery time is the utter problem rather than the cost. For instance, we may imagine the case that the delivery of the construction materials is delayed behind the schedule and this makes the construction cost increased because of idle time of other materials and man power, in addition to the indemnity. Therefore the allocation of ships, in marine transportation which is now the main route of overseas trade, to the needed area on the required time is to be appropriately performed. However, there are several restrictions for cargo delivery to meet the demand, such as ship's size, number to be employed and cargo handling capacity of the ports, etc. And there are some other factors to be considered, that is, the degree of necessities of commodities, on their kinds, amount, and the time of arrival, etc. This paper deals with the problem of optimum allocation of ships emphasizing the cargo delivery time adopting Linear Programming technique with those cargo delivery restrictions and factors transformed by introducing the multi-speed conception, the conversion of multi-commodity to a single commodity, allowable delivery time, weight penalty number and nominating priority. This paper presents a case of optimum allocation of ships in the light of cargo delivery time for a construction company which has two different construction places and analyzes the result. This study will give a planner a good tool for optimum planning of maring transportation and be used for decision of schemes.