• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
• /
• v.30 no.5
• /
• pp.425-433
• /
• 2012

Dijkstra's algorithm is one of well-known methods to find shortest paths over a network. However, more research on $A^*$ algorithm is necessary to discover the shortest route to a goal point with the heuristic information rather than Dijkstra's algorithm which aims to find a path considering only the shortest distance to any point for an optimal path search. Therefore, in this paper, we compared Dijkstra's algorithm and $A^*$ algorithm for bicycle route selection. For this purpose, the horizontal distance according to slope angle and average speed were calculated based on factors which influence bicycle route selection. And bicycle routes were selected considering the shortest distance or time-dependent shortest path using Dijkstra's or $A^*$ algorithm. The result indicated that the $A^*$ algorithm performs faster than Dijkstra's algorithm on processing time in large study areas. For the future, optimal path selection algorithm can be used for bicycle route plan or a real-time mobile services.

• Proceedings of the KSR Conference
• /
• 2005.11a
• /
• pp.475-481
• /
• 2005

Recently remote sensing technology is applied for construction projects planning and design areas by use of remote sensed satellite images according to engineering application technology in the various experimental tasks. In this study, It was applied for 3 dimensional terrain analysis and basic design by comparing to present railway and new expand doble-tract railway route of forest sites on the new construction site of 15km at national railway lines, and then showed 3-D perspective images and fly simulation images to possibility for various application as terrain analysis modeling and running simulation at the course. As a results of its applied, It gained the results not only improvement of present methods but also real various application possibilities.

• International Journal of Highway Engineering
• /
• v.8 no.3 s.29
• /
• pp.1-19
• /
• 2006

Researches on method for quantitative analysis applied with decision-making in consideration of variation in risk factors based on GIS(Geographic Information System) concluded as follows. Firstly, by way of decision-making in consideration of variation in risk factors, quantitative analysis performed for the existing route was applied to the new route, which would bring about reliable criteria in route planning and basic design stage. Secondly, horizontal and vertical alignment were easily available out of GIS for relatively speedy design and analysis with three dimensional alignment by decision-making in route planning. Thirdly, automation of route alignment is possible by utilizing quantitative evaluation system established in this research so that a risk analysis can be carried out in a relatively short time. Therefore it will eventually contribute to further development of road design technology.

• Journal of Korean Society of Forest Science
• /
• v.81 no.4
• /
• pp.363-371
• /
• 1992

This study was aimed at developing a computer model to determine rational road networks in mountainous forests. The computer model is composed of two major subroutines for digital terrain analyses and route selection. The digital terrain model(DTM) provides various information on topographic and vegetative characteristics of forest stands. The DTM also evaluates the effectiveness of road construction based on slope gradients. Using the results of digital terrain analyses, the route selection subroutine, heuristically, determines the optimal road layout satisfying the predefined road densities. The route selection subroutine uses the area-partitioning method in order to fully of roads. This method leads to unbiased road layouts in forest areas. The size of the unit partitiones area can be calculated as a function of the predefined road density. In addition, the user-defined road density of the area-partitioning method provides flexibility in applying the model to real situations. The rational road network can be easily achived for varying road densities, which would be an essential element for network design of forest roads. The optimality conditions are evaluated in conjuction with longitudinal gradients, investment efficiency earthwork quantity or the mixed criteria of these three. The performance of the model was measured and, then, compared with those of conventional ones in terns of average skidding distance, accessibility of stands, development index and circulated road network index. The results of the performance analysis indicate that selection of roading routes for network design using the digital terrain analysis and the area-partitioning method improves performance of the network design medel.

• Journal of the Korean Association of Geographic Information Studies
• /
• v.18 no.2
• /
• pp.161-173
• /
• 2015

The guarantee of transportation for elderly and handicapped people is increasingly necessary owing to their growing social and economic activity. In March of 2013, a partial amendment to the law for transportation of the vulnerable was made by the government, to make more convenient transport a legal requirement. The amendment describes standards for the installation of transport facilities, and its support available. However, the adjustment of low-floor bus routes is not included. Therefore, low-floor buses are operating without consideration for the handicapped. This study evaluates the current low-floor bus system user experience by considering the residential distribution of vulnerable customers and analyzing their reasons for using public transport. As a result of this work, adjustments to current bus routes are proposed. The residential distribution of vulnerable people has been assessed using the supporting materials of the urban renewal project in Busan City, and their reasons for using public transport have been collected by a survey of the target user groups. The results show that group A, which has good accessibility, was in high demand, but provided the most limited service. Whereas group C, which also has good accessibility but was in low demand, provided its service most frequently. The data show the supply and demand inconsistencies of low-floor buses, and the inefficiency of bus route allocation. Therefore, this study proposes improvements to current methods for the effective operation of low-floor buses.

• The Journal of The Korea Institute of Intelligent Transport Systems
• /
• v.14 no.4
• /
• pp.18-26
• /
• 2015

This study is a fundamental research to suggest a forecasting model for short-term railway passenger demand focusing on major lines (Gyeungbu, Honam, Jeonla, Janghang, Jungang) of Saemaeul rail and Mugunghwa rail. Also the author tried to verify the potential application of the proposed models. For this study, SARIMA model considering characteristics of seasonal trip is basically used, and daily mean forecasting models are independently constructed depending on weekday/weekend in order to consider characteristics of weekday/weekend trip and a legal holiday trip. Furthermore, intervention events having an impact on using the train such as introduction of new lines or EXPO are reflected in the model to increase reliability of the model. Finally, proposed models are confirmed to have high accuracy and reliability by verifying predictability of models. The proposed models of this research will be expected to utilize for establishing a plan for short-term operation of lines.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2011.05a
• /
• pp.247-247
• /
• 2011

도시유역에서의 일반적인 우수관거 설계 및 기존의 연구들은 수리학적 조건을 만족시키는 범위 내에서 최소의 비용을 위한 관거 설계에 초점을 맞추어왔다. 그러나 최적의 우수관거 설계는 우수관거의 근본적 목적인 내수배제를 최대화 하고자 하는 것이며, 이것은 관망 구성에 따른 시스템 내 유입 수문곡선들 간의 중첩효과를 제어함으로써 가능하다. 본 연구에서는 관내 흐름의 변화를 관망의구성에 따라서 제어될 수 있는 목적함수로서 다루고 있는 이정호(2010)의 우수관망 최적설계 모형에 대하여 각기 다른 유역 특성을 나타내는 실제 도시유역에서의 적용성을 검토하였다. 본 연구에서 이용한 최적 우수관망 노선 결정 모형은 이정호(2010)가 개발한 모형으로 도시유역에서의 우수관망의 노선 결정을 유출구 첨두유출량 최소화를 목적으로 최적화기법을 이용한 모형이다. 이정호(2010)는 개발된 모형을 통하여 관망 노선을 결정한 결과 설계빈도를 초과하는 강우에 대해서 내수침수 발생이 저감되는 효과를 가져올 수 있음을 분석하였다. 본 연구에서는 이러한 이정호(2010)의 모형에 대한 적용성을 검증하기 위하여 각기 다른 유역 특성을 갖는 실제 도시유역들에 대하여 해당 모형을 적용하였다. 이때 유역의 특성은 지표유출 및 첨두유출량에 지배적인 영향을 미치는 유역의 지표 경사에 대하여 고려되었다. 적용된 도시유역은 총 3개 배수분구로서 평균 지표 경사는 0.008, 0.006, 0.002로 각기 높은 경사, 보통 경사 및 완만한 경사 지대를 염두에 둔 유역 선정에 해당한다. 이에 따라 각 유역에 대하여 우수관망 노선을 최적화한 결과 설계빈도의 강우지속기간 30분 강우에 대하여 현재의 관망 대비 최적화된 관망에서의 첨두유출량 저감 비율은 지표경사 0.008인 유역에서는 약 7%, 지표경사 0.006인 유역에서는 약 17%, 지표경사 약 0.002인 유역에서는 약 8%로 나타났다. 따라서 본 연구결과 유역의 경사 특성에 따른 최적 우수관망을 통한 첨두유출량의 저감 비율간에는 상관관계를 정의할 수 없으며, 단지 우수관망에서의 노선 변경이 가능한 맨홀 지점이 어떤 중요한 지점에 얼마나 위치하느냐에 따라 달라지게 되는 것으로 분석되었다.

• Journal of Soil and Groundwater Environment
• /
• v.13 no.3
• /
• pp.37-44
• /
• 2008

Soil ecology has important roles in global ecosystems. However, soil ecological quality information is being ignored when assessing ecological impact of construction actions. And methods for classifying and assessing soil ecological quality have been very little established in comparison to those for animal and plant ecosystems. In this study, it was examined whether soil ecological quality information has influence on determining an eco-friendly route for a road construction project. For this, sensitivity analysis was systematically performed by varying the relative significance (weights) of soil ecological quality information among natural environmental and ecological factors. When the weight of soil ecological quality was greater than just 14%, the soil ecological quality information significantly influenced the determination of the eco-friendly routes for a specific road construction project. This demonstrates that soil ecological quality information has to be considered for more reliable environmental impact assessment, and also supports the validity of use of soil ecological quality information and its mapping technique in planning and siting of eco-friendly construction projects.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
• /
• 2002.10a
• /
• pp.335-341
• /
• 2002

• Proceedings of the KSR Conference
• /
• 2006.05b
• /
• pp.1173-1178
• /
• 2006