• 제목/요약/키워드: Road intensity

검색결과 185건 처리시간 0.019초

AUTOMATIC ROAD NETWORK EXTRACTION. USING LIDAR RANGE AND INTENSITY DATA

  • Kim, Moon-Gie;Cho, Woo-Sug
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2005년도 Proceedings of ISRS 2005
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    • pp.79-82
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    • 2005
  • Recently the necessity of road data is still being increased in industrial society, so there are many repairing and new constructions of roads at many areas. According to the development of government, city and region, the update and acquisition of road data for GIS (Geographical Information System) is very necessary. In this study, the fusion method with range data(3D Ground Coordinate System Data) and Intensity data in stand alone LiDAR data is used for road extraction and then digital image processing method is applicable. Up to date Intensity data of LiDAR is being studied. This study shows the possibility method for road extraction using Intensity data. Intensity and Range data are acquired at the same time. Therefore LiDAR does not have problems of multi-sensor data fusion method. Also the advantage of intensity data is already geocoded, same scale of real world and can make ortho-photo. Lastly, analysis of quantitative and quality is showed with extracted road image which compare with I: 1,000 digital map.

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그린투어리즘 및 공공서비스 기반의 지속가능한 농촌도로노선의 최적계획에 관한 연구 (A Study on Optimal Planning of Sustainable Rural Road Path based on Infrastructure for Green-Tourism and Public Service)

  • 김대식;정하우
    • 농촌계획
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    • 제11권1호
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    • pp.1-8
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    • 2005
  • The purpose of this study is to develop a simulation model of rural road path for infrastructure of green-tourism and public service in rural areas. This study makes an objective function for moving cost minimization considering car travel time according to road characteristics, which can route the optimal shortest road paths between the center places and all rear villages, based on GIS coverages of road-village network for connecting between center places and rural villages as input data of the model. In order to verify the model algorithm, a homogeneous hexagonal network, assuming distribution of villages with same population density and equal distance between neighborhood villages on a level plane area, was tested to simulate the optimal paths between the selected center nodes and the other rear nodes, so that the test showed reasonable shortest paths and road intensity defined in this study. The model was also applied to the actual rural area, Ucheon-myun, which is located on Hoengsung-gun, Kangwon-do, with 72 rural villages, a center village (Uhang, 1st center place) in the area, a county conte. (Hoengsung-eup, 2nd center place), and a city (Wonju, 3rd center place), as upper settlement system. The three kinds of conte. place, Uhang, Hoengsung-eup, and Wonju, were considered as center places of three scenarios to simulate the optimal shortest paths between the centers and rural villages, respectively. The simulation results on the road-village network with road information about pavement and width of road show that several spans having high intensity of road are more important that the others, while some road spans have low intensity of road.

임도 노선측량 작업의 작업분석 (Work analysis of route survey work on forest-road)

  • 권형근;이준우;최성민;염인환
    • 농업과학연구
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    • 제40권3호
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    • pp.209-214
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    • 2013
  • This study examined the work time, work posture, and work intensity for the actual measurement step in forest road the design work that was being carried out. The measurement of the forest road was being carried by a team of three workers and a team of four workers. The examination of work time found that the measurement of 1km took about 8 hours for the four-worker team and 12 hours for the three-worker team. The examination of work intensity found that the energy metabolic rates of the three-worker team were lower than four-worker team. Because their energy consumption per minute decreased as their work time and rest time increased. Furthermore, when appropriate rest time was applied according to work time, the energy metabolic rate decreased and the work intensity became lower. The four-worker team was more advantageous from the time and cost aspects of the forest road measurement work. Furthermore, as the rest time was very low compared to the work time, more efficient forest road measurement work would be possible if the work intensity was lowered by considering the rest time when calculating the standard work time.

강우강도에 따른 노면유출수의 유출 특성 (Characteristics of Road Runoff depending on the Rainfall Intensity)

  • 김석구;김영임;윤상린;이용재;김이호;김종오
    • 한국물환경학회지
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    • 제20권5호
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    • pp.494-499
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    • 2004
  • Growth in population and urbanization has progressively increased the loadings of pollutants from non-point sources as well as point sources. Therefore, it is necessary to manage both point and non-point sources contaminations for protecting water environment and improving water quality. This study investigated the characteristics of pollutant release over a wide range of rainfall intensities as a requisite to control road runoff that accounts for the largest portion of non-point source contamination in urban areas. Samples of runoff rainwater collected from real road surfaces were analyzed for physicochemical parameters such as pH, suspended solids, and heavy metals. A experimental model road ($30cm{\times}30cm$) was also used to evaluate wash-off properties of pollutants deposited on the surface as functions of time and rainfall intensity. Analysis of runoff samples on rain events showed that the pollutant wash-off patterns for heavy metal and suspended solids were similar. This implies that the particles in rainwater adsorb heavy metals. Experiments using the model road made of impervious asphalt demonstrate a strong first flush phenomenon. At high rainfall intensity, approximately 80% of total pollutants were released within 15 min. The pollutant wash-off rates rapidly increase from 9 mm/hr to 12 mm/hr of rainfall intensity and decrease over 12 mm/hr of rainfall intensity.

도로제설 이력자료 기반 제설 인프라 분석 (Analysis of Road Snow-removal Infrastructure using Road Snow-removal Historical Data)

  • 김진국;김승범;양충헌
    • 한국도로학회논문집
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    • 제19권3호
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    • pp.83-90
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    • 2017
  • PURPOSES : In this study, systematic road snow-removal capabilities were estimated based on previous historical data for road-snowremoval works. The final results can be used to aid decision-making strategies for cost-effective snow-removal works by regional offices. METHODS : First, road snow-removal historical data from the road snow-removal management system (RSMS), operated by the Ministry of Land, Infrastructure and Transport, were employed to determine specific characteristics of the snow-removal capabilities by region. The actual owned amount and actual used amount of infrastructure were analyzed for the past three years. Second, the regional offices were classified using K-means clustering into groups "close" to one another. Actual used snow-removal infrastructure was determined from the number of snow-removal working days. Finally, the correlation between the de-icing materials used and infrastructure was analyzed. Significant differences were found among the amounts of used infrastructure depending on snowfall intensity for each regional office during the past three years. RESULTS:The results showed that the amount of snow-removal infrastructure used for low heavy-snowfall intensity did not appear to depend on the amount of heavy snowfall, and therefore, high variation is observed in each area. CONCLUSIONS:This implies that the final analysis results will be useful when making decisions on snow-removal works.

불포화 사질토의 도로함몰 특성에 관한 실험적 연구 (Experimental Study on Road-Subsidence Characteristics in Unsaturated Sandy Soils)

  • 권기철
    • 한국도로학회논문집
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    • 제20권1호
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    • pp.19-25
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    • 2018
  • PURPOSES : The purpose of this study is to identify the road-subsidence mechanism in unsaturated sandy soils. METHODS : A series of soil chamber tests were conducted under various conditions. RESULTS : The cavity-expansion characteristics in unsaturated sandy soils due to seepage were affected by the outlet size, seepage intensity, relative density, and fine content. CONCLUSIONS : In unsaturated sandy soils, the cavity-expansion speed was affected by the outlet size, relative density, seepage intensity, and clay content; however, the cavity-expansion shape was very similar. As the outlet size and seepage intensity increased, the cavity-expansion speed increased. As the relative density increased, the cavity-expansion speed increased because of a sudden decrease in shear strength, resulting from the increased saturation (reduction of matric suction). The cavity expanded faster with the increasing clay content, up to a certain threshold. It expanded at a slower rate once it passed the threshold. Finally, it reached a stable state where the cavity did not expand due to seepage.

농어촌도로 정비사업의 정책적 전개방향 (An Alternative Strategy on Minor Rural Road Improvement Project)

  • 최수명;최동진
    • 농촌계획
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    • 제8권2호
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    • pp.42-49
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    • 2002
  • Since legislation of Rural Minor Road Improvement Act 1990, a quarter of its total length had been paved now. However, over 80% of arterial road length(national+provincial roads) had been paved, so, road improvement policy should be focussed on the local road(county+rural minor roads) from now. Generally, in the greater part of coastal plain and island areas, arterial road intensity(total road length/total catchment area) is relatively low, but local road intensity is relatively high. So, in terms of balanced development, much more efforts for rural minor road improvement should be concentrated in coastal plain and islands areas. In Chonnam Province, the maximum differentials of minor rural road improvement ratio was over 20%(the lowest; 14.1% in Goheung, the highest; 35.6% in Goksung) in 1999, but the improvement budget have been allocated in proportion to unpaved road length of each county by the provincial government. However, the differentials should not be fairly narrowed in the near future if the present budget allocation policy be maintained. To solve this problem, target differentials of rural minor road improvement between regions should be set up for each planning year and road improvement budget be allocated according to this policy change.

노면배수 취약구간의 수리.수문 원인 분석 (A study of the Hydraulic & Hydrologic Causes on the Road Drainage Poor Site)

  • 이만석;이경하;강민수;김흥래
    • 한국도로학회논문집
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    • 제13권2호
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    • pp.133-138
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    • 2011
  • 본 연구의 목적은 도로배수 취약구간에 대한 수리 수문 설계 인자들을 비교 및 검토하여 수리 수문학 측면의 도로 노면배수 취약구간 발생 원인을 규명하는 것이다. 본 연구를 통하여 대부분 노면배수시설의 설계홍수량 산정에 사용하는 합리식의 주요 변수인 강우 강도를 도로의 노면배수유역 특성에 적합하게 산정하기 위해서는 분단위 강우강도식을 사용하여 10분 이하 강우지속시간을 고려해야 하고, 검토가 부족했던 노면 수로에 대하여 실제 자연현상을 적절하게 반영할 수 있는 부등류 흐름 수리해석 방법을 적용해야 하며, 도로 노면 강우의 즉시 배제가 목적인 쌓기부 도수로, 깎기부 집수정, 중분대 집수정 등의 설치간격 결정에는 현재 설계 실무에서 사용 중인 경험공식보다 노면 수리해석 기법을 활용하여 설치간격을 계산하는 것이 합리적이라고 판단되었다.

신호세기를 이용한 2차원 레이저 스캐너 기반 노면표시 분류 기법 (Road marking classification method based on intensity of 2D Laser Scanner)

  • 박성현;최정희;박용완
    • 대한임베디드공학회논문지
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    • 제11권5호
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    • pp.313-323
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    • 2016
  • With the development of autonomous vehicle, there has been active research on advanced driver assistance system for road marking detection using vision sensor and 3D Laser scanner. However, vision sensor has the weak points that detection is difficult in situations involving severe illumination variance, such as at night, inside a tunnel or in a shaded area; and that processing time is long because of a large amount of data from both vision sensor and 3D Laser scanner. Accordingly, this paper proposes a road marking detection and classification method using single 2D Laser scanner. This method road marking detection and classification based on accumulation distance data and intensity data acquired through 2D Laser scanner. Experiments using a real autonomous vehicle in a real environment showed that calculation time decreased in comparison with 3D Laser scanner-based method, thus demonstrating the possibility of road marking type classification using single 2D Laser scanner.

강우 강도에 따른 일반국도 지방부 도로의 교통량 변동 특성 (Provincial Road in National Highway Traffic Volume Variation According to Rainfall Intensity)

  • 김태운;오주삼
    • 한국콘텐츠학회논문지
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    • 제15권3호
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    • pp.406-414
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    • 2015
  • 기존 교통량 관련 연구는 기상이 양호한 상태에서 진행하였거나 기상에 대한 영향을 제외한 경우가 대부분이다. 이에 본 연구에서는 강우 강도 따른 일반국도 지방부 지역에서 교통량 변동 특성 및 강우 보정계수를 제시하였다. 일반국도 상시 교통량 조사지점과 자동기상관측 장비 지점을 매칭한 후 지방부 도로에 설치된 256 지점을 선정하여 분석하였다. 평균 일교통량(ADT: Average Daily Traffic) 및 강우 보정계수의 분석결과 평일의 경우 업무통행으로 인하여 강우의 영향을 적게 받으며, 비평일의 경우 여가통행으로 강우의 영향을 상대적으로 많이 받는 것으로 나타났다. 강우 보정계수를 적용하여 연평균 일교통량(AADT: Annual Average Daily Traffic) 추정 시 오차율이 줄어드는 것으로 분석되어 AADT 추정 시 강우에 대한 고려가 필요하다. 강우는 평균 일교통량을 감소시키는 요인으로 작용함에 따라 도로의 설계 및 운영을 위해 강우 강도를 고려한 지속적인 연구가 필요하다.