본 연구에서는 절삭식 정미기 도입에 따른 실효성을 분석하기 위해 개발된 절삭식 정미기의 경제성을 비용/편익 분석(B/C ratio), 손익분기점, 기존의 정미기와의 비교 및 수입대체효과의 4가지 측면에서 분석하였다. 절삭식 정미기의 가동률에 따른 비용/편익 비율은 가동률 60%, 80%에서 모두 1 초과로 추정되었다. 손익분기점은 가동률 60%에서는 절삭식 정미기 운용을 시작한 지 3.4년 정도 경과한 시점부터 순이익이 발생하였다. 또한 가동률 80%의 경우 정백미 생산을 시작한 지 66일째부터 수익이 발생하여 절삭식 정미기 운용 후 2.56년 정도부터 순이익이 발생하는 것으로 나타났다. 개발된 절삭식 정미기를 기존의 국산 및 수입 정미기 4종과 비교한 결과 국산에 비해서 가격 및 수리비용에서는 다소 높은 값을 보였으나, 에너지 소비량이 적고 설치공간이 작은 장점을 보였다. 수입된 정미기에 비해서는 에너지 소비량, 가격, 설치공간 및 수리비용에서 충분한 경쟁력을 보였다. 이에 따라 수입된 정미기 100대를 개발된 정미기로 대체할 경우 668억 수준의 높은 수입대체효과를 기대할 수 있을 것으로 나타났으며, 국내 시장에서 절삭식 정미기의 시장점유율을 높일 수 있을 것으로 시사되었다.

Although Kimchi is a Korean traditional food, domestic consumption has been decreasing steadily and the trade inversion phenomenon has reached a serious level due to the surge of Chinese Kimchi imports. Moreover, cases where foreign Kimchi is transformed illegally into Korean Kimchi are frequent, which impedes the expansion of Korean Kimchi exports. To sustain the Korean Kimchi industry in a situation where the domestic and overseas conditions are deteriorating, it is necessary to positively review the introduction of Kimchi into a geographical indication (GI) system. This study examined the intention of foreign consumers to purchase Korean Kimchi with GI and analyzed the impact on the trade balance. Approximately 42.8% of 500 Japanese consumers answered that they would purchase Korean Kimchi with GI and they were willing to pay 7.8% more than the present price. Approximately 78.7% of 300 Taiwanese consumers replied that they purchase it and would pay 25.1% more. In addition, Japanese and Taiwanese consumers reported that they expected to increase their Korean Kimchi purchases by 21.9 and 22.4%, respectively. Based on the survey results, the effects of the trade balance were measured using the methodology of a preliminary impact assessment using the KREI-KASMO model. The trade balance of Kimchi is expected to improve slightly at an annual average of 11.718.6 million US$ to as much as 27.7~35.8 million US$.

PURPOSES: This study dealt with traffic accidents occurring within roundabouts. The objective of this study was to analyze safety effect by introduction of roundabouts. METHODS: In pursuing the above, traffic accident data on roundabouts are collected and compared. For the analysis, collected data were separated as all intersection points, turning lane accident, approach lane accident by geometric design. RESULTS : Through the study results, it was found that the total accidents decreased by 55 accidents/2 year with safety effect of roundabouts. Also the result shows that accidents by point of two-lane roundabout at turning lane(0.26) and approach lane(0.27) is risky than total accidents by point(0.09). Moreover, accidents by point shows high value as diameter of a roundabout is bigger. CONCLUSIONS: When a roundabout is introduced at the intersections there are safety effects by reduction of traffic accidents.

PURPOSES : Although signalized intersections have been considered the best way to control traffic volume in urban areas for several decades, roundabouts are currently being discussed as an alternative way to control traffic volume, especially when traffic is light. Because a roundabout’s efficiency depends on the load geometry as well as the traffic volume, design guidelines for roundabouts are recommended only if the incoming traffic volume is very low. It is rare to substitute a roundabout for an existing signalized intersection in urban areas. This study aims to estimate the benefits from the transformation of an existing signalized intersection into a roundabout in an urban area. When there is a more moderate volume of traffic, roundabouts can be effectively used by optimizing signals located at an approaching roadway. METHODS : The methodologies of this paper are as follows: First, a signalized intersection was analyzed to determine the traffic characteristics. Second, the signalized intersection was transformed into a roundabout using VISSIM microscopic traffic simulation. Then, we estimated and analyzed the effects and the performance of the roundabout. In addition, we adjusted a method to improve the benefits of the transformation via the optimization of signals located at an approaching road to control the incoming traffic volume. RESULTS : The results of this research are as follows: The signal-optimized roundabout improved delays compared with the signalized intersection during the morning peak hour, non-peak hour, and evening peak hour by 1.78%, 12.45%, and 12.72%, respectively. CONCLUSIONS : According to the simulation results of each scenarios, the signal-optimized roundabout had less delay time than the signalized intersection. If optimized signal control algorithms are installed in roundabouts in the future, this will lead to more efficient traffic management.

PURPOSES : This study is to analyze expected effect of a accident decrease when motorcycle safety inspection is introduced. METHODS : Based on the literature review of effect of 4-wheel vehicle inspection, probability of occurring accidents among defective motorcycles are calculated by using the number of estimated defective motorcycles and accidents resulting from defects of motorcycles. Then, the number of decreased accidents which is resulting from eliminating defects of motorcycles by safety inspection is estimated by using probability of occurring accidents among defective motorcycles. RESULTS : If the ratio of eliminating defects of motorcycles is 95% after motorcycle safety inspection, the effects of accident decrease of motorcycle safety inspection are analyzed from 2005 to 2008. As a result, 46,292 defective motorcycles are repaired and 1,376 accidents are prevented when the probability of occurring accidents among defective motorcycles is 2.97%. CONCLUSIONS : This study suggests the expected effect of motorcycle safety inspection is that the inspection can prevent 1,376 motorcycle accidents. However, the number of preventing motorcycle accidents are small, compared with the total number of motorcycle accidents because there are limitations to investigate the causes of defective motorcycle accidents. A more precise analysis of the expected effect of motorcycle inspection is possible when a systematic investigation of the causes of the accidents is implemented.

PURPOSES: The purpose of this paper is to estimate expected effects on traffic operational and economic aspects of 2+1 roads application in Korea. METHODS : Micro simulation study using VISSIM 5.0 was used to analyze the operation efficiency of 2+1 roads compared to two-lane highways and four-lane highways. Some scenarios for various traffic volumes were set up in order to analyze the effect of 2+1 roads under various traffic situations. Also imaginary road networks were set up for each type of roads. The MOEs to measure the operation efficiency were selected with average travel speed and delay. For analyzing economic effect of 2+1 roads, construction cost of a specific imaginary 2+1 road was compared to construction cost of a four-lane highway with same conditions. RESULTS: The results of study show that a 2+1 road is more effective with 19 percents higher average travel speed and 39 percents lower average delay than a two-lane highway. In the economic analysis, construction costs to construct a 2+1 road are saved as approximately 26.4~40.7 percents when compared to construction of four-lane highway. CONCLUSIONS: It can be concluded that 2+1 roads can improve the traffic operational level of service for two-lane highways and 2+1 roads can be applied as an effective design alternative for higher-volume two-lane highways in Korea.

PURPOSES: Though the situation that the roundabouts are actively constructed, researches on the effect of the roundabouts focus mainly on the analysis of the expected effects of using only traffic simulation on the operation. Considering such problems, this study is conducted to analyze the effects of the various aspects based on field observation studies. METHODS: This study evaluated and analyzed the effects from the aspects of traffic operation, traffic safety, and traffic behavior by performing field observation studies with six roundabouts with/without signal controls on the pilot project areas for the roundabouts installed in 2010. RESULTS: Through the study results, it was found that the average travel time decreases by 14.7% and 2.4% on the signalized intersections and unsignalized intersections, respectively. The average travel speed increases by 9.7 and 5.8km/h on the roundabouts with/without signal lights. Regarding traffic safety, the speed deviation among individual vehicles decreases by approximately 18.4 to 32.7km/h, thus confirming the safety effects. As the decrease of the number of conflicts, it might be explained that car crashes and collision with pedestrians decreased by 62.2% and 66.7%. Also the result shows that the lowest point of speed in roundabouts appears near the yield line on the entry area on the roundabouts. When passing through the roundabouts, vehicles enter at a speed of 20-30km/h, which is the design speed of the circulatory lane and drive out the roundabout with a higher speed than the entry speed. CONCLUSIONS: When a roundabout is introduced at the intersections below certain traffic volume there are effects of traffic operation, traffic safety, and traffic behavior.