• The Korean Journal of Zoology
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• v.14 no.3
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• pp.119-124
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• 1971

Male mice of strain SM were given 128 rads of single whole-body gamma-irradiation of $^{60}Co$, 14 to 16 minutes following a subcutaneous injection of physiological saline or cortisone acetate (1mg/day, for 4 days preirradiation). The serum protein patterns and the level of the total serum proteins were determined at various time intervals after exposure. Total serum protein was determined by Biuret method and serum protein fractions and A/G ratio were determined by paper electrophoresis using Whatman No.1 filter paper and barbital buffer (pH 8.6, ionic strength 0.06). 1. Total body gamma-irradiation caused a rise in the level of the total serum protein at 1 day and in the level of the serum albumin-globulin ratio at 5 days in both cortisone acetate-treated and control groups. 2. Cortisone acetate delayed the total serum protein rise at 5, 10, and 20 days after exposure. 3. Cortisone acetate delayed the A/G ratio rise at 1, 5, and 10 days after exposure. 4. It may be inferred that cortisone greatly reduces the sensitivity of mice to gamma-irradiation on the blood protein, probided that cortisone is given before the exposure.

• Journal of Korean Society of Transportation
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• v.24 no.7 s.93
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• pp.101-114
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• 2006

Recently due to the increase of cars and city life, the traffic congestion has worsened. It Is particularly worse in the center of the metropolis. Within the general public means, the public transport buses have the advantage of being more cheap, accessible and mobile. But as there is no separate lane for buses, the collision of cars and buses are creating damage to public service. In order to solve this situation, the bus priority signal system has been introduced to reduce the bus travel time and improve its services. The purpose of this study is to establish bus priority signal algorithm which builds bus efficiency under the real-time traffic signal control system and to analyze the effect of it. As the green time was calculated against real time (under the real-time traffic signal control system), compared to existing bus priority signal there was a reduction in cross street loss. The modified cycle was used to maintain signal progression. A case study was carried out using VISSIM simulation model. In result of this study, we found that there was a decrease in bus travel time despite some evidence of car delays and compared to existing bus priority signal the delay of dishonor could be reduced dramatically. The analysed result of person delay using MOE, is that there is evidence that when bus priority signal is in effect, the person delay is reduced.

• Journal of Wetlands Research
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• v.14 no.4
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• pp.503-518
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• 2012

Models estimating carbon budget at land surface are mainly interested in vertical flux of carbon. On the other hand, studies on horizontal flux are obviously lacked to confirm that relationship between the hydrological flux of organic carbon discharged from catchment and terrestrial carbon production, a relation between Total Organic Carbon(TOC) and Gross Primary Production(GPP) tried analysis through cross correlation. The best correlation structure is correlation between GPP and TOC of flow-weighted mean concentration from watershed without delay. Furthermore, cross correlation analysis was performed by consider periodicity. The correlation between TOC and GPP in summer was similar to correlation without periodicity. Therefore, correlation between GPP and TOC was most regulated by the correlation between GPP and TOC at summer. As a result, the vegetation carbon and organic carbon from watershed is recognized a close relationship on the seasonal. Therefore, future research is correlation analyzing between vegetation variables according season, GPP and TOC, we are expected to use quantitative understanding that horizontal flux flow of carbon from the surface.

• Journal of Korean Society of Transportation
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• v.28 no.6
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• pp.25-32
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• 2010

This study deals with the roundabout by flare of entry and exit. The goal is to analyze the relative effectiveness of roundabout by flare of entry and exit. In pursuing the above, this study gives the particular attentions to comparing the performances using VISSIM software. The main results analyzed are as follows. First, the single and double roundabouts are analyzed to have LOS F in the case of total entering vehicles of 2,400pcph and 4,400pcph Second, the roundabouts by entry flare analyzed to have LOS F in the case of total entering vehicles of 2,800~3,200pcph and the roundabouts by entry and exit flare analyzed to have LOS F in the case of total entering vehicles of 3,200~3,600pcph. Finally, result of comparative analysis of roundabout and roundabout by flare of entry and exit, capacity of roundabout by flare of entry and exit are located between 1-lane roundabout and 2-lane roundabout. therefore it analyzed that roundabout by flare of entry and exit can be added to new type roundabout.

• International Journal of Highway Engineering
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• v.12 no.4
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• pp.79-86
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• 2010

This study deals with the roundabout installed at the diamond interchange. The goal is to analyze the relative effectiveness of roundabout to signalized intersection. In pursuing the above, this study gives the particular attentions to comparing the performances using VISSIM software. The main results analyzed are as follows. First, the single and double roundabouts are analyzed to have the rapid change of delay in the case of total entering vehicles of more than 2,400pcph for directional rate 10:5:5, 2,800pcph for 10:8:2, and 4,400pcph for 10:2:8. Second, the roundabouts are evaluated to be more effective than signalized intersection in the case of total entering vehicles of less than 4,000pcph for directional rate 10:5:5, and 4,400pcph for 10:2:8. In the case of directional rate 10:8:2, double roundabout of total entering vehicles less than 5,600pcph is analyzed to be more effective than signalized intersection. Finally, the performance of double roundabout is analyzed to be very similar to that of single roundabout in the case of total entering vehicles less than 4,400pcph. However, the double roundabout is evaluated to be more effective than single in the case of total entering vehicles more than 4,400pcph.

• 해운
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• s.92
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• pp.16-26
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• 2012

유럽연합(EU)의 집행위원회(European Commission)가 국제 화물운송료를 담합한 글로벌 물류기업에 대규모 과징금을 부과했다. EU 경쟁당국은 쿠네&네이젤(Khune+Nagel), 판알피나(Panalpina), 유피에스(UPS) 등에 총 1억 6,900만 유로의 과징금을 부과했다. EC는 총 14개의 회사가 화물운송 가격 담합에 가담하여, 미국 유럽 아시아 등으로 운송되는 화물의 운송비를 불법적으로 책정한 것으로 판단하였다. 한편 DHL은 자진신고를 통해 리니언시(liniency) 적용으로 과징금을 부과 받지 않았다. 유럽연합은 이러한 국제카르텔에 대한 법집행 차원에서 과징금 부과 및 당해행위에 대한 금지명령 등 행정적 제재를 강화하며, 세계 경쟁정책 및 법집행을 주도하고 있다. 또한 유럽연합은 해운동맹 폐지를 비롯한 해운업계의 반경쟁적 행위에 대한 제한도 강화하고 있다. EU는 2008년 10월부터 해운동맹의 공동가격설정 및 선복량 조절 행위를 금지하고 있다. 유럽집행위원회는 지난해 5월 초 13개 컨테이너 선사의 유럽 사무소를 기습 감사, 조사하였다. 현재 EU는 자료조사 중이며 결과는 아직까지 확인되지 않고 있다. EU의 조사는 상당히 지체되는 경향이 있는데, 향후 추가 질의서 요구가 예상되며 불법행위가 밝혀질 경우 개별 기업 글로벌 수익의 10%에 해당하는 벌금 부과가 가능하며, 영국에서는 형사고발도 가능하다. 다음은 한국해양수산개발원 최영석 전문연구원이 발표한 "국제해운의 해운동맹 폐지 및 담합행위 제한 강화"의 주요 내용을 요약정리한 것이다.

• Journal of Korea Water Resources Association
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• v.43 no.12
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• pp.1051-1061
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• 2010

This study hydrologically re-analysed the Muskingum channel routing method to represent it as a linear combination of the linear channel model considering only the translation and the linear reservoir model considering only the storage effect. The resulting model becomes a kind of instantaneous unit hydrograph, whose parameters are identical to those of the Muskingum model. That is, the outflow occurs after the routing interval ${\Delta}t$ or concentration time $T_c$, and among the total amount of inflow, the x portion is translated by the linear channel model and the remaining (1-x) portion is routed by the linear reservoir model with the storage coefficient ��$K_c$. The application result of both the Muskingum channel routing method and its corresponding instantaneous unit hydrograph to an imaginary channel showed that these two models are basically identical. This result was also assured by the application to the channel flood routing to the Kumnam and Gongju Station for the discharge from the Daechung Dam.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.3
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• pp.927-935
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• 2013

In this study, reservoir routings for 1 hour-50 year precipitation frequency were carried out at the Engineering Water Fall and the Amphitheater located at the downstream of Seoul National University Dam. Main analysis was focus on the following matters: (1) storage amount by the tank; (2) reduction of the outflow and the peak water surface elevation; (3) change of phase lag time; and (4) design of new boxes at the inlet and outlet of storage tank. As for the storage tank of $25,000m^3$ built in the Amphitheater area, the tank induced 49.43 % storage effect, 28 min. phase lag time, and reduced the peak outflow by 49.64 %. In addition, the peak water surface elevation was lowered by 35 cm compared with that of $15,000m^3$ storage tank. It is concluded that combined management of previous storage facility and new underground storage tank would control the excessive rainfall runoff efficiently.

• International Journal of Highway Engineering
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• v.14 no.2
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• pp.175-181
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• 2012

Under unsaturated capacity conditions with balanced approach flows, roundabout gives less delay and queue length than existing signalized intersections; however, over capacity conditions with unbalanced approach flows(flow above 450 pcu/h/lane), roundabouts efficiency drops due to the short gap between entering vehicles and circulating vehicles. This study provides a roundabout Signal Metering transfer standard and operation method. In this study, a four-way-approach with one-lane roundabout is selected to compare the Signal Metering performance for the case of unbalanced flow conditions. The performance is evaluated by using SIDRA software in terms of average delay and queue length. The result shows that the Signal Metering provides substantial improvements for the case of total approach flow is 1,800~2,000 pcu/h in which the main approach flow ratio is 60~70% gives 30~40% less delay and 30~60% less queue length than normal roundabout operation. Also, it is approved that operational performance saving can be achieved when the Metered Approach is selected adjoining to the main approach in pair.

• Journal of the Korean Society of Industry Convergence
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• v.7 no.1
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• pp.47-53
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• 2004

양방향 2차로 도로에서는 보다 효율적으로 운영하고 도로의 안전성을 도모하기 위하여 오르막 차로 및 양보차로 추월차로 등의 부가차로를 설치하고 있다. 이러한 부가차로 효율성의 비교 분석을 통한 연구에 의하여 기존의 도로를 효율적으로 운영하는 방안이 제시되어야 된다. 본 연구에서는 이러한 부가차로 중 추월차로 및 양보차로가 포함된 구간을 조사하여 기하구조에 따른 교통류 특성을 분석하고 각 구간별로 서비스 수준분석을 실시하였다. 그 결과는 다음과 같다. (1) 각 기하구조별로 지점속도와 통행속도를 분석한 결과 지점속도는 통행속도보다 조사지점의 기하구조에 의한 영향을 많이 받아 변동이 심한 것을 알 수 있었으며, 통행속도는 그 기하구조에 따른 교통류의 특성을 잘 반영하고 있음을 알 수 있었다. (2) 차량별 지점속도의 비교 분석에서는 현재 차량성능의 진보로 인하여 조사구간의 설계속도에 반해 중차량 및 버스-트럭, 승용에 대한 차량별 속도차이가 거의 없는 것으로 분석되었다. 기존의 중차량에 대한 보정은 현장제한속도에 대하여 감안되어야 된다고 판단된다. (3) 모의실험모형과 현장조사에 의한 교통류특성을 비교해 보았을 때, 시뮬레이션은 도로의 전구간에 대한 결과는 잘 반영하고 있으나 짧은 구간에 대하여 교통류의 연속성을 파악하기에는 부족하다고 판단된다. (4) 추월가능 구간과 양보차로구간의 효율성을 비교해 보면, 추월율에서 양보차로구간이 추월가능구간보다 22.5%나 높게 나왔으며 총지체비교에서는 추월가능구간보다 5.56sec/h의 지체감소를 보이고 있다. 서비스 수준분석에서는 같은 C의 수준을 보이고 있으나 양보차로의 영향으로 양보차로 후구간의 서비스 수준이 A까지 상향되었다. 따라서 대향교통류의 영향을 받는 추월차로의 확보보다는 효율성이 좋은 양보차로구간의 보급이 많아야 되겠다.