• 대한교통학회지
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• 제23권7호
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• pp.17-33
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• 2005

도로설계속도는 해당도로 규격을 결정하는 매우 중요한 설계요소이다. 설계속도 결정시 개통후 차량 주행속도를 예측하여 상관성이 높도록 계획해야 하는데, 기존 일반국도 주행속도 예측 모형은 설계속도에 따른 기하구조 요인만을 고려하여 도로의 주변환경을 고려하지 못하는 한계가 있다. 주변환경을 충분히 고려하지 않을 경우 과도한 공사비 지출과 지나친 환경 파괴우려가 있다. 따라서 본 연구에서는 도로 주변환경요소를 고려하는 주행속도 예측모형식의 정립을 시도했고, 연구결과는 다음과 같다. 첫째, 우리나라 일반국도의 지형 및 지역 요소를 운전자의 시각 특성과 GIS 프로그램을 활용하여 정의하였다. 둘째, 이렇게 구축한 지형 및 지역 특성이 차량의 주행속도에 미치는 영향을 살펴보았다. 그 결과, 지형 및 지역 별로 95% 신뢰도에서 속도차이가 있는 것으로 판단되었다. 섯째, 일반선형 모형(GLM)을 통하여 기하구조 요인과 지형 및 지역 요인을 모두 고려한 예측 모형식을 수립해 보았는데, R-Square가 양방향 2차로는 0.67, 양방향 4차로가 0.85로 나타났다. 끝으로 본 연구에서 개발한 모형을 바탕으로 지형 및 지역요소를 감안한 적정 도로 설계속도 범위를 제시했다. 이 방법론에 따라 산출된 관련 설계속도 범위는 일반국도에 대해 적용할 수 있지만, 지방도등 타 도로에 대해서는 직접 적용하기 곤란하다.

• 한국측량학회지
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• 제33권6호
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• pp.595-603
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• 2015

With the advances of the big-data process technology, acquiring the real-time information from the massive image data taken by a mobile device inside a vehicle will be possible in the near future. Among the information that can be found around the vehicle, the route information is needed for safe driving. In this study, the automatic extraction of route information from the road sign imagery was dealt with. The scope of the route information in this study included the route number, route type, and their relationship with the driving direction. For the recognition of the route number, the modified Tesseract OCR (Optical Character Recognition) engine was used after extracting the rectangular-road-sign area with the Freeman chain code tracing algorithm. The route types (expressway, highway, rural highway, and municipal road) are recognized using the proposed algorithms, which are acquired from colour space analysis. Those road signs provide information about the route number as well as the roads that may be encountered along the way. In this study, such information was called “OTW (on the way)” or “TTW (to the way)” which between the two should be indicated is determined using direction information. Finally, the route number is matched with the direction information. Experiments are carried out with the road sign imagery taken inside a car. As a result, route numbers, route number type, OTW or TTW are successfully recognized, however some errors occurred in the process of matching TTW number with the direction.

• 농업과학연구
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• 제23권1호
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• pp.159-176
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• 1996

This study is aimed at reviewing the methods of joint cost allocation and allocating the joint cost of estuary dam with specially repect to Kumgang Large-scale Agricultural Comprehensive Development Project. Apart from the water resource development project propelled by Water Resource Development Corporation in connection with Law of Multipurpose Dam Development, the Largescale Comprehensive Agricultural Development Projects couldn't ins-titutionally be carried out cost allocation of common facilities, even though it were concerned with irrigation, municipal and industrical water supply, flood control, sightseeing and industrial zone development components. To decrease farmer's burden of the project costs and, operation and maintenance costs, the joint costs of common facilities like estuary dam included in agricultural development projects have to be allocated by suitable method as alternative cost-remaining benefit method and the analytical activity should be supported by revising the concerned laws as Rural Development and Promotion and, Rural Rearrangement conpatible with the law for multipurpose dam development. Kumgang Agricultural Comprehensive Development Project was selected as a case study for the estimation of socio-economic benefits by project components and joint cost allocation of the estuary dam. The main results of the study are as follows; Joint cost allocation and unit charges by components 1. The project area will be 25,554ha with total project cost of 624,860 million won including the estuary dam cost of 120,843 million won. The project costs were ex-pressed by 1994 constant price. 2. Total quantity of water was estimated 365 million tons which were consisted of 245 million tons for irrigation, 73 million tons for municipal water and 47 million tons for industrial water. 3. The rates of joint cost allocation were amounted to 34.2% for agriculture, 2.5% for sightseeing, 45.7% for transportation, 11.8% for M & I water supply and 5.8% for flood control respectively. 4. The unit financial charges by project components were estimated at 7.88 won per ton for irrigation, 16.11won for M & I water, 1,686won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The financial charges using straitline method for depreciation were estimated at 7.88won per ton for irrigation, 9.12won per ton for M & I water, 624won per vehicle one pass for transportation and 331won per Pyeong for sightseeing area. 5. The unit economic charges by project components were estimated at 21.1 won per ton for irrigation, 15.2won for M & I water, 977won per vehicle one pass, 977won per Pyeong according to the capital recovery method. The economic charges using straitline method for depreciation were estimated at 11.72won per ton for irrigation, 8.61won per ton for M & I water, 331won per vehicle one pass for transportation. Policy recommendation 1. The unit operation and maintenance costs for irrigation water in the paddy field couldn't be imposed as the water resource cost untreated. 2. The dam costs including investment cost and O & M cost, as a joint cost, had to be allocated by each benefited components as transportation, M & I water supply, flood control, irrigation and drainage, and sightseeing. But the agricultural comprehensive project have been dealt as an irrigation project without any appraisal socio-economic benefits and any allocating the joint cost of estuary dam. 3. All the associated project benefits and costs must be evaluated based on accounting principle and rent recovery rate of the project costs and O & M costs should be regulated by the laws concerned. 4. The rural development and promotion law and rural rearrangement law have to be revised comprising joint cost allocation considering free rider problems. 5. The government subsidy for the agricultural base development project has to be covered all the project costs. In case of common facilities representing joint cost allocation problems, all the allocated casts for other purposes like transportation and M & I water supply etc. should be recovered for formation in investment fund for agricultural base development and to procure O & M costs for irrigation facilities.

• Structural Engineering and Mechanics
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• 제54권2호
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• pp.199-219
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• 2015

This paper presents the non-destructive evaluation of a high-speed railway bridge using train-induced strain responses. Based on the train-track-bridge interaction analysis, the strain responses of a high-speed railway bridge under moving trains with different operation status could be calculated. The train induced strain responses could be divided into two parts: the force vibration stage and the free vibration stage. The strain-displacement relationship is analysed and used for deriving critical displacements from theoretical stain measurements at a forced vibration stage. The derived displacements would be suitable for the condition assessment of the bridge through design specifications defined indexes and would show certain limits to the practical application. Thus, the damage identification of high-speed railways, such as the stiffness degradation location, needs to be done by comparing the measured strain response under moving trains in different states because the vehicle types of high-speed railway are relatively clear and definite. The monitored strain responses at the free vibration stage, after trains pass through the bridge, would be used for identifying the strain modes. The relationship between and the degradation degree and the strain mode shapes shows certain rules for the widely used simply supported beam bridges. The numerical simulation proves simple and effective for the proposed method to locate and quantify the stiffness degradation.

• 한국대기환경학회지
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• 제20권3호
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• pp.331-343
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• 2004

The results of individual PAH source profiles that can be applied to receptor model are as follows. The sum of 16 PAH concentrations was 391.41 ng/S㎥ in a tunnel. Phenanthrene was the most abundant compound among 16 PAH, and then pyrene, fluoranthene, anthracene, and naphthalene can be seen in elevated contents. 11,056.61 ng/S㎥ of 16 PAH concentrations in BC oil boiler was two times higher than 6,582.57 ng/S㎥) of those in LNG boiler. Naphthalene was the most abundant compound in both facilities. Phenanthrene, anthracene, and acenaphthylene were the second dominant compound group in order from both facilities. BC oil boiler had relatively high concentration of pyrene compared to LNG boiler that had high concentration of fluorene and did not detect pyrene. The sum of 16 PAH concentrations emitted from MSW incinerators after APCD (air pollution control device) was three times higher than those from MSW incinerators before APCD. However, the concentrations of more than 4-ring PAH compounds (e.g., benzo (a)anthracene) before APCD were higher than those after APCD. This fact implies that PAHs generated by combustion process are eliminated in APCD and they are continuously produced in stack or atmosphere by PAHs precursors.

• 농촌계획
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• 제20권4호
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• pp.137-143
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• 2014

Car exhaust emissions are recognized as one of the key sources for climate change and electric vehicles have no emissions from tailpipe. However, the limited charging infrastructures could restrict the propagation of electric vehicles. The purpose of this study is to find the vulnerable districts limited to the charging station services after meeting the goal of Ministry of Knowledge Economy(12%). We assumed that the charging service can be provided by current gas stations. The range of the vulnerable grades was determined by the accessibility to current gas stations and the vulnerable regions were classified considering the optimal number of charging stations estimated by the efficiency function. We used 4,827 sub-municipal divisions and 11,677 gas station locations for this analysis. The results show that most of mountain areas are vulnerable and the fringe areas of large cities generally get a good grade for the charging infrastructure. The gangwon-do, jeollanam-do, gyeongsangbuk-do, and chungcheongnam-do include more than 40% vulnerable districts.

• 응용통계연구
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• 제34권5호
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• pp.773-794
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• 2021

교통량 예측은 지방 행정의 의사결정에 매우 중요한 정보를 제공한다. 교통량 예측을 통해 교통혼잡비용을 줄이고 지역경제를 활성화 함으로써 사회적, 경제적 이익을 창출할 수 있다. 교통량은 미지의 확률적 규칙하에서 시간의 흐름에 따라 궤적을 가지며 변화하는 함수데이터의 일종이다. 본 논문에서는 세 가지 함수회귀모형을 이용하여 과거에 관측된 교통량 궤적을 기반으로 미래의 관측되지 않은 교통량 궤적을 예측하는 방법을 제시한다. 본 논문에서 소개하는 세가지 방법은 전국 고속도로 영업소 중 서울, 춘천, 강릉 세 개 영업소에서 수집된 고속도로 영업소 데이터에 적용한다. 각 영업소 별로 세가지 방법의 예측오차를 비교함으로써 영업소별 최적 교통량 예측모형을 찾는다.

• 대한교통학회지
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• 제22권2호
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• pp.27-39
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• 2004

본 논문은 부산 지하철의 당면 문제점인 이용 승객의 감소추세와 이용효율의 저하를 개선하고자 지하철 중심의 환승체계 정책대안으로 환승할인 요금과 차내 외시간의 단축을 설정하고, 대안별 이용승객 및 요금수입의 변화를 계량적으로 제시하여 향후 정책추진의 근거자료로 활용하는데 목적이 있다. 선행연구의 정책대안은 지하철간의 환승저항 해소방안과 지하철과 연계교통수단의 환승할인 요금제의 도입방안 등을 제시하고 있다. 하지만 정책대안으로서 효과가 적고 재정적인 부담으로 시행이 어려운 실정에 있다. 따라서 본 연구는 지하철의 이용실태조사에서 지하철 이용승객에 가장 큰 영향을 미치는 것으로 나타난 버스와 지하철의 환승할인 요금체계 및 환승에 따른 서비스 개선(차내 외시간의 단축)방안을 정책대안으로 설정하였다. 그리고 제시된 정책대안이 시책으로서 타당한지를 판단하기 위해 명신선호(SP)조사를 토대로 구축한 네스티드 로짓모형을 이용하여 정책대안별로 요금수입과 이용승객의 변화에 미치는 영향을 평가하였다. 정책대안의 평가결과, 최적대안은 차내 외시간을 단축하지 않고 환승할인 요금제를 우선 시행할 경우 연간 67억의 재정지원을 전제로 환승요금을 50% 할인하는 방안이고. 환승할인요금과 차내 외시간 단축을 동시에 적용할 경우 예상수입금의 손실금액 56억을 재정지원 하는 것을 전제로 무료 환승방안이 타당한 것으로 나타났다.

• 한국대기환경학회지
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• 제22권5호
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• pp.590-603
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• 2006

Size-and time-resolved aerosol samples were collected using an eight-stage Davis rotating unit for monitoring (DRUM) sampler from 23 March to 29 April 2001 at Gosan, Jeju Island, Korea, which is one of the super sites of Asia-Pacific Regional Aerosol Characterization Experiment(ACE-Asia). These samples were analyzed using synchrotron X-ray fluorescence for 3-hr average concentrations of 19 elements including Al, Si, S, Cl, K, Ca, Ti, V, Cr, Mn, Fe, Ni, Cu, Zn, As, Se, Br, Rb, and Pb. The size-resolved data sets were then analyzed using the positive matrix factorization(PMF) technique to identify possible sources and estimate their contributions to particulate matter mass. PMF analysis uses the uncertainty of the measured data to provide an optimal weighting. Twelve sources were resolved in eight size ranges($0.09{\sim}12{\mu}m$) and included continental soil, local soil, sea salt, biomass/biofuel burning, coal combustion, oil combustion, municipal incineration, nonferrous metal source, ferrous metal source, gasoline vehicle, diesel vehicle, and volcanic emission. The PMF result of size-resolved source contributions showed that natural sources represented by local soil, sea salt, continental soil, and volcanic emission contributed about 79% to the predicted primary particulate matter(PM) mass in the coarse size range ($1.15{\sim}12{\mu}m$) while anthropogenic sources such as coal combustion and biomass/biofuel burning contributed about 58% in the fine size range($0.56{\sim}2.5{\mu}m$). The diesel vehicle source contributed mostly in ultra-fine size range($0.09{\sim}0.56{\mu}m$) and was responsible for about 56% of the primary PM mass.

• 한국환경과학회지
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• 제17권4호
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• pp.397-403
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• 2008

The purpose of this study is to investigate weighted compaction density according to a leading density in truck, a compaction density of solid waste and composition ratios of solid waste fur calculation of a capacity of the landfill sites. The experiments for calculations of in-place density at landfill site have been conducted in S landfill site at B City. The size of vessel for measuring the compaction density was $1m^3(1m{\times}1m{\times}1m)$. The experiment tests have been carried out methods (1 time for bulldozer and 4 times for compactor) that do contain all of specification at the landfill site. Average of the loading density at the landfill site was $0.264\;ton/m^3$ ($0.113{\sim}0.487\;ton/m^3$). When the loading density for each compositions was compared, the composition of the highest average loading density ($0.474\;ton/m^3$) was miscellaneous wastes. The composition of the lowest average loading density ($0.120 ton/m^3$) was general solid waste. The reported results indicated that the compaction density at the landfill site was $0.538\;ton/m^3$, which was calculated with weighted incoming ratios of compositions. The ranges of the density for each composition were from $0.021\;ton/m^3$ to $0.221\;ton/m^3$. When the compaction density for each composition was compared, the composition with the highest average compaction density ($0.221\;ton/m^3$) was miscellaneous wastes. The composition with the lowest average compaction density ($0.021\;ton/m^3$) was general solid wastes.