陕西黄帝陵跨坐式单轨观光线牵引供电系统设计
张明锐1张海龙1曾国锋2王国强2
Design of the Traction Power Supply System for the Sightseeing Straddle Monorail of Huangdi Mausoleum in Shaanxi Province
ZHANG MingruiZHANG HailongZENG GuofengWANG Guoqiang
-
作者信息:1.同济大学电子与信息工程学院, 201804, 上海;
2.同济大学磁浮交通工程技术研究中心, 201804, 上海
-
Affiliation:College of Electronics and Information Engineering, Tongji University, 201804, Shanghai, China
-
关键词:
-
Key words:
-
DOI:10.16037/j.1007-869x.2019.03.029
-
中图分类号/CLCN:U232.8
-
栏目/Col:研究报告
摘要:
为缓解黄陵县交通压力,提高黄帝陵景区游客疏散能力,拟沿黄帝陵前沮河走向建设一条跨坐式单轨观光线。通过对黄帝陵观光线牵引供电系统的触网电压、牵引变容量、短路电流等关键参数的仿真计算,结合黄帝陵观光线的工程特点,对外部电源的供电方式、牵引变电所的设置数量及位置、接触轨、电力监控(SCADA)系统等的方案进行了综合比较,选定了适用于黄帝陵观光线的供电系统初步方案,为观光线牵引供电系统设计提供了依据。
Abstracts:
In order to alleviate the traffic pressure of Huangling County in Shaanxi Province and improve the tourist evacuation capacity in Huangdi Mausoleum Scenic Area, a sightseeing straddle type monorail along the Ju River in front of the Huangdi Mausoleum is planned. Through simulation of key parameters of the traction power system, including the contact voltage, capacity of traction substation and short-circuit current, and combined with the engineering characteristics of the Huangdi Mausoleum sightseeing line, various schemes including the external power supply, the number and position of traction substation, contact rail, SCADA system and so on are comprehensively compared, a preliminary power supply scheme suitable for Huangdi Mausoleum is selected, which provides a good reference for the engineering design of traction power supply system for sightseeing lines.
引文 / Ref:
张明锐,张海龙,曾国锋,等.陕西黄帝陵跨坐式单轨观光线牵引供电系统设计[J].城市轨道交通研究,2019,22(3):127.
ZHANG Mingrui,ZHANG Hailong,ZENG Guofeng,et al.Design of the Traction Power Supply System for the Sightseeing Straddle Monorail of Huangdi Mausoleum in Shaanxi Province[J].Urban mass transit,2019,22(3):127.
ZHANG Mingrui,ZHANG Hailong,ZENG Guofeng,et al.Design of the Traction Power Supply System for the Sightseeing Straddle Monorail of Huangdi Mausoleum in Shaanxi Province[J].Urban mass transit,2019,22(3):127.
- 上一篇: 悬挂式单轨车辆摇枕强度分析
- 下一篇: 地铁隧道穿越厚碎裂岩层的支护优化分析