在公共交通中量化通用设计的好处
Knut Veisten1, Stefan Flügel1, Nils Fearnley1
1Institute of Transport Economics, Oslo, Norway.
Studies in health technology and informatics
|November 19, 2024
概括
公共交通 (PT) 中的通用设计 (UD) 提高了用户的福利和社会利益. 虽然大多数UD改进在用户之间都有相似的支付意愿 (WTP),但那些有特殊需求的人优先考虑车上清洁和更好的车站设施.
科学领域:
- 运输科学 运输科学
- 人类因素工程 人类因素工程
- 城市规划 城市规划
背景情况:
- 通用设计 (UD) 原则对于公共交通 (PT) 的可访问性和质量至关重要.
- UD包括车辆,车站和周边地区,影响着各种用户群体.
- 改善PT中的UD提高了整体服务质量和用户福祉.
研究的目的:
- 评估公共交通运输用户愿意为各种通用设计 (UD) 质量改进支付费用 (WTP).
- 为了比较具有和没有特殊需求的用户之间的UD元素的WTP.
- 为在公共交通中实施UD的经济评估提供信息.
主要方法:
- 一个基于网络的调查,在挪威有2000多名受访者.
- 选择不同的UD元素,旅行时间和票价的实验方法.
- 对25个UD品质的WTP分析及其对PT用户的影响.
主要成果:
- 所有PT用户都显示出高WTP可访问,庇护和脱冰停车场.
- 特殊需求的用户在机载清洁,空气质量,座位和实时信息方面具有更高的WTP.
- 对于大多数UD元素的WTP在用户群体之间是相似的,这表明了广泛的好处.
结论:
- 在PT的UD改进带来了显著的社会和经济效益.
- 有针对性的UD改进,特别是对于可访问性和车站设施的改进,受到高度重视.
- 对PT的经济评估应越来越多地纳入通用设计的价值.
相关概念视频
Sight Distance in a Vertical Curve
36
Sight distance on vertical curves is critical in roadway design. It ensures drivers can see far enough ahead to identify and respond to hazards effectively. This directly impacts safety, driver comfort, and the overall efficiency of the transportation network.Vertical curves are classified into crest and sag curves based on their geometry. For crest curves, sight distance is determined by the line of sight between a driver's eye and a small object on the road's surface. Design parameters for...
36
Social Traps
22.3K
Social traps are negative situations where people get caught in a direction or relationship that later proves to be unpleasant, with no easy way to back out of or avoid. The concept was orignally introduced by John Platt who applied psychology to Garrett Hardin's "Tragedy of the Commons", where in New England herd owners could let their cattle graze in the common ground. This situation seems like a good idea, but an individual could have an advantage. If they owned...
22.3K
Friction: Problem Solving
203
Friction is an essential force that influences the motion of objects in daily life. Depending on the situation, it can be either beneficial or problematic. Consider a bus with a mass of three megagrams and its center of mass at a specific point, moving along a banked road at a constant speed. The coefficient of static friction between the tires and the road is 0.5. Find the maximum angle of the banked road at which the bus would not slip or tip.
Initially, a visual representation of the...
Initially, a visual representation of the...
203
Introduction to Vertical Curves
21
Vertical curves are parabolic transitions that connect different grades on highways and railroads, ensuring a smooth alignment between back and forward tangents. The back tangent represents the initial grade, while the forward tangent defines the subsequent grade. These curves can be symmetrical, with equal tangent lengths, or nonsymmetrical, with varying lengths. The key points defining a vertical curve include the Point of Vertical Intersection (P.V.I.), where the tangents meet; the Point of...
21
Design Example: Alignment of a Road Line Using GIS
42
The alignment of a road line using Geographic Information Systems (GIS) is a critical process in civil engineering, combining advanced technology with practical decision-making. This methodology begins with the collection of geospatial data, including information on land cover, geomorphology, drainage patterns, slope, and contour details. Such data is typically acquired through satellite imagery and GIS tools, offering a comprehensive understanding of the terrain.Once the data is gathered, it...
42
Introduction to Horizontal Curves
67
Horizontal curves are essential in highway and railroad design, ensuring smooth and safe transitions between straight path segments, or tangents. These curves allow vehicles to maintain speed without abrupt changes, minimizing accidents and improving travel efficiency.A horizontal curve is typically defined by its geometric relationship to two tangents that meet at an intersection point (P.I.), where a simple curve is introduced to connect them. The back tangent refers to the initial tangent...
67


