Scenic area road functional classification system based on tourist travel demand(PDF)
长安大学学报（自然科学版）[ISSN:1006-6977/CN:61-1281/TN]
- Issue:
- 2019年04期
- Page:
- 118-126
- Research Field:
- 道路工程
- Publishing date:
Info
- Title:
- Scenic area road functional classification system based on tourist travel demand
- Author(s):
- HAN Yuejie1; WANG Ronghua2; RU Han1
- (1. Key Laboratory for Special Area Highway Engineering of Ministry of Education, Changan University, Xian 710064, Shaanxi, China； 2. College of Architecture and Civil Engineering, Beijing University of Technology， Beijing 100124, China)
- Keywords:
- traffic engineering; scenic area road; road functional classification; tourist travel demand; traffic characteristic
- PACS:
- -
- DOI:
- -
- Abstract:
- In order to establish the functional classification system of scenic area road in China, the reasons of road functional classification and the nature of road function in scenic area were analyzed deeply, based on the reference of highway functional classification system in domestic and abroad. Focusing on traffic characteristics, scenic attraction and tourists demand, the demand of tourists for scenic road function was analyzed. Scenic area road functional classification system based on tourist travel demand was proposed, and scenic area road function was classified into three categories including scenic directional route, scenic distribution route and scenic connecting route. The influencing factors of scenic area road functional classification were analyzed, and the classification index was selected. Taking daily peak tourist reception as an index, scenic area road was classified into five classes including scenic directional route class Ⅰ, scenic directional route class Ⅱ, scenic distribution route class Ⅰ, scenic distribution route class Ⅱ and scenic connecting route.Meanwhile, the relationship among route class, daily peak tourist reception and the speed limit of sightseeing vehicles was established. The results show that the numbers of daily peak tourist reception of scenic directional route classes Ⅰ and Ⅱ are greater than 8×104 and 3.5×104~8×104 people, and the design speeds are 60 and 50 km/h respectively. The numbers of daily peak tourist reception of scenic distribution route classes Ⅰ and Ⅱ are greater than 6×104 and 1×104~6×104 people, and the design speeds are 40 and 30 km/h respectively. The number of daily peak tourist reception of scenic connecting route is less than 3.5×104 people, and the design speed is 20 km/h. The scenic area road functional classification system based on tourist travel demand can provide the important reference to scenic area road planning. 7 tabs, 1 fig, 23 refs.
Last Update: 2019-07-29