• 대한교통학회지
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• 제33권3호
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• pp.294-303
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• 2015

이 논문은 도시의 장래 탄소 배출량과 환경적 영향을 예측하는 방법론에 대하여 설명하고 있다. 다양한 저탄소 도시/교통정책의 시행으로 인한 장래의 토지이용과 교통의 변화를 예측하기 위하여 토지이용 통합 모형인 DELTA, OmniTRANS 조합을 적용하였다. 또한, 이러한 모형과 통합하기에 적합한 배출량 산정 모형과 확산모형을 선정하여 사용하였다. 개발 방법론의 결과 값인 토지이용과 통행 활동으로 인한 이산화탄소 및 대기오염 물질의 배출량, 오염 물질의 농도, 통합 대기질 지수 등이 GIS 기반의 지도에 표출되도록 하였다. 수원시를 대상으로 프로토타입을 개발하고 결과 값의 표출 사례를 논문에 예시하였다. 개발 방법론은 환경 친화적인 도시 정책의 효과를 알고자 하는 정책 결정자들에게 유용하게 사용될 수 있을 것으로 기대된다.

• Advances in environmental research
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• 제4권4호
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• pp.211-218
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• 2015

Traffic noise estimation models are useful in evaluation of the noise pollution in current circumstances. They are helpful tools for design and planning new roads and highways. Measurement of average traffic noise level is possible when traffic speed and volume are known. The objective of this study was to devise a model for prediction of highway traffic noise levels based on current traffic variables in Iran. The design of this model was to take the impact of traffic congestion into consideration and to be field tested. This study is a library research augmented by field study conducted on Saeedi Highway located south west of Tehran. The period for the field study lasted 5 days from 7-12 February, 2013. This study examined liner and non-liner methods in formulation of its model. Liner method without a fixed coefficient was the best fit for the intended model. The proposed model can serve as a decision making tool to estimate the impact of key influential factors on sound pressure levels in urban areas in Iran.

• 한국재난정보학회 논문집
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• 제20권1호
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• pp.156-168
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• 2024

연구목적: 고속도로 교통사고의 추세는 증감을 반복하며 도로 종류 중 고속도로에서의 치사율은 최고치를 나타내고 있다. 따라서 국내 실정을 반영한 개선대책 수립이 필요하다. 연구방법: Random Forest를 활용해 2019년부터 2021년까지 전국 고속도로 노선 중 사고 다발 10개 노선에서 발생한 교통사고 자료로 사고 심각도 분석 및 사고 심각도에 미치는 영향요인을 도출하였다. 연구결과: SHAP 패키지를 활용해 상위 10개의 변수 중요도를 분석한 결과, 고속도로 교통사고 중 사고 심각도에 높은 영향을 미치는 변수는 가해자 연령이 20세 이상 39세 미만, 시간대가 주간(06:00-18:00), 주말(토~일), 계절이 여름과 겨울, 법규위반이 안전운전불이행, 도로 형태가 터널, 기하구조상 차로 수가 많고 제한속도가 높은 경우로 총 10개의 독립변수에서 고속도로 교통사고 심각도와 양(+)의 상관관계를 가지는 것으로 분석되었다. 결론:고속도로에서의 사고 발생은 매우 다양한 요인의 복합적인 작용으로 인해 발생하므로 사고 예측에 많은 어려움이 있지만 본 연구로 도출된 결과를 활용해 고속도로 교통사고 심각도에 영향을 주는 요인을 심층적으로 분석해 효율적이고 합리적인 대응책 수립을 위한 노력이 필요하다.

• Geomechanics and Engineering
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• 제15권2호
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• pp.769-774
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• 2018

The growth of cities requires the construction of new tunnels close to the existing ones. Prediction and control of ground movement around the tunnel are important especially in urban area. The ground respond due to EPB (Earth Pressure Balance) pressure are investigated using the finite element method by ABAQUS in intersection of the triplet tunnels (Line 2, 3 and 4) of Mashhad Urban Railway in Iran. Special attention is paid to the effect of EPB pressure on the tunnel face displacement. The results of the analysis show that in EPB tunneling, surface settlement and face displacement is related to EPB pressure. Moreover, it is found that tunnel construction sequence is a great effect in face displacement value. For this study, this value in Line 4 where is excavated after line 3, is smaller than that line. In addition, the trend of the displacement curves are changed with the depth for all lines where is located in above and below, close to and above the centerline tunnel face for Line 2, 3 and 4, respectively. It is concluded that: (i) the surface settlement decreases with increasing EPB pressure on the tunnel face; (ii) at a constant EPB pressure, the tunnel face displacement values increase with depth. In addition, this is depended on the tunneling sequence; (iii) the trend of the displacement curves change with the depth.

• 한국도로학회논문집
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• 제16권6호
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• pp.181-189
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• 2014

PURPOSES : Ambiguous decision on whether rural or urban area for road design can increase the construction cost and restrict the land use of surrounding area. However, administrative classification on rural and urban area is not directly related to road design because of this classification is not based on the engineering viewpoint, so method which can explain the road design context is required. METHODS : Method which enables to identify the area for road design is suggested based on the deceleration expected to be experienced by drivers who use the road section concerned. Deceleration rate corresponding to the area such as rural or urban suggested in Road Design Guideline is used as the criteria to identify the area by comparing this value with the estimated deceleration rate at the road section concerned. Speed profile method is utilized to derive the deceleration rate, and speed estimation way for reflecting both road geometry and intersection is suggested using stopping sight distance concept. RESULTS : The procedure of the method application is suggested, and the design example utilizing the method is provided. CONCLUSIONS : The method is expected to be used to identify the area for road design with engineering viewpoint, and design consistency among the roads with similar driving environment can be made.

• International Journal of Computer Science & Network Security
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• 제21권8호
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• pp.55-64
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• 2021

In the last few years, the massive development in wireless networks, high internet speeds and improvement in car manufacturing has shifted research focus to Vehicular Ad-HOC Networks (VANETs). Consequently, many related frameworks are explored, and it is found that security is the primary issue for VANETs. Despite that, a small number of research studies have taken into consideration the identification of performance standards and parameters. In this paper, VANET security frameworks are explored, studied and analysed which resulted in the identification of a list of performance evaluation parameters. These parameters are defined and categorized based on the nature of parameter (security or general context). These parameters are identified to be used by future researchers to evaluate their proposed VANET security frameworks. The implementation paradigms of security frameworks are also identified, which revealed that almost all research studies used simulation for implementation and testing. The simulators used in the simulation processes are also analysed. The results of this study showed that most of the surveyed studies used NS-2 simulator with a percentage of 54.4%. The type of scenario (urban, highway, rural) is also evaluated and it is found that 50% studies used highway urban scenario in simulation.

• 한국대기환경학회지
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• 제14권6호
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• pp.607-620
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• 1998

The influence of transportation on air quality has been elevating in urban area. Air pollutants from automobiles cause primary and secondary air pollution, and need to be tightly controlled. In this study, the effect of automobile air pollutants on highway vicinity area was evaluated by the comparison of field measurement. and target was for modeling using CALINE3, NO2 was the target for this work. It was found that the concentration predicted by CALINE3 is overestimated at low wind speed and input data of wind speed requires correction. Based on the measured data, the wind speed was modified by effective wind speed equation [Ue=U+0.24·EXP(-pxU)], and there after the accuracy of CALINE3 calculation was improved neighborhood area of highway. It was also observed that weather conditions and traffic volume affect the concentration of air pollution. Finally, the NO2 effect of automobile air pollutants on the vicinity area of highway proved to be up to 400∼600m from the highway.

• 한국도로학회논문집
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• 제20권4호
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• pp.35-46
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• 2018

PURPOSES : The purpose of this study is to compare the lane curing time of natural drying and a lane drying device when painting lines on a highway. METHODS : The painting process was carried out in July 2015 and September 2015, respectively, for the Gimcheon IC - Gimcheon JC. After the painting, measurements were obtained three times at six measurement points located at 20 m intervals on the shoulder line and the dividing line. The curing time was measured for natural drying and drying using a lane drying device, and compared for different pavement types (asphalt, concrete) and paint types (waterborne paint, methyl methacrylate paint). RESULTS : The results of the lane curing time comparison on the highway are as follows. The combination of asphalt and methyl methacrylate paint cured more rapidly during both the natural drying and drying using the lane drying device. Finally, it was cured at least 32.2% and 40.7% faster when using a drying device than in natural drying. CONCLUSIONS : The comparison of lane curing time of the highway showed that the combination of asphalt and methyl methacrylate paint cured more rapidly when using both natural drying and a lane drying device.

• 한국도로학회논문집
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• 제20권1호
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• pp.117-126
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• 2018

PURPOSES : The purpose of this paper is to analyze the change in lane reflection performance through lane washing and sweeping on highway lanes. METHODS : This paper compared and analyzed the changes in lane reflection performance before and after lane washing and sweeping. The research method was as follows. First, we selected four research sites on the Gyeong-bu Highway. Second, the parameters affecting lane reflection performance are classified into luminance, brightness, and number of glass beads. Third, the change in reflection performance was measured after washing /sweeping at the same place after studying 60m of the unwashed/unswept area. Fourth, the measurement results were compared and analyzed before and after lane washing/sweeping. RESULTS : The results of this study are as follows. First, lane washing improved the luminance and brightness by 4.2~21.4% and 1.4~5.1%, respectively, and reduced the number of glass beads per wash by 0.2~1.2%. Second, lane sweeping improved the luminance and brightness by 2.3~8.5% and 0.8~2.3%, respectively, and reduced the number of glass beads per sweep by 0.8~4.9%. CONCLUSIONS : By comparing the results of lane washing and sweeping, it was found that compared to lane sweeping, lane washing improved the luminance and fewer glass beads were dropped.

• 한국방재학회 논문집
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• 제6권3호
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• pp.69-76
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• 2006

본 연구에서는 침수위험이 큰 도시하천내에 건설된 도로의 침수로 인한 피해를 미연에 방지하고 적절한 교통통제계획, EAP 등을 수립하기 위한 수문, 수리학적 분석과정을 제시하였다. 연구대상지역으로 우리나라의 대표적 도시하천인 중랑천 유역의 좌우안에 위치한 동부간선도로를 선정하고 비상대처계획 수립을 위한 기초자료를 작성하였다. HEC-HMS에 의하여 유출 해석을 실시하였으며, UNET을 이용하여 주요 지점 및 구간별 침수특성을 분석하였다. 이문철교부근(하구에서 약 9.5 km)과 월릉교부근(하구에서 약 11.5 km)에서 침수위험이 가장 높아 이문철교부근은 10년 빈도시에, 월릉교부근의 좌안도로는 20년 빈도시에 각각 침수가 되는 것으로 나타났다. 누가강우량과 지속시간을 고려한 침수특성 분석결과 강우 지속시간 7시간 이하에서 누가강우량이 250 mm이상일 경우에는 월계1교지점의 위험홍수위(EL.17.84 m)를 초과하는 것으로 분석되었다. 한강의 배수위를 고려하지 않은 경우에는 C2(월계1교-중랑교, 좌안), C1(월계1교-중랑교, 우안), D(중랑교-군자교)구간순으로 침수위험이 높은 것으로 나타났으나 배수위를 고려한 경우에는 D2(중랑교-군자교, 좌안), E(군자교-용비교)구간의 침수위험이 오히려 높은 것으로 분석되었다.