计算机工程与应用
計算機工程與應用
계산궤공정여응용
COMPUTER ENGINEERING AND APPLICATIONS
2015年
5期
14-18
,共5页
固定闭塞系统%限速区段%列车延误%交通流
固定閉塞繫統%限速區段%列車延誤%交通流
고정폐새계통%한속구단%열차연오%교통류
fixed-block system%slowdown section%train delay%traffic flow
通过分析列车在限速区段的运行特征,提出了四显示固定闭塞系统下限速区段列车流的元胞自动机模型,重点研究了混合列车流在限速区段的运行特性以及列车在限速区段的延误规律,并分析了造成列车延误的原因。结果表明:当客货车在具有限速区段的线路混行时,造成列车延误的原因分为限速区段限速和货车对客车的抑制作用,且列车延误时间随着限速区段长度的增加而增加;货车对客车的抑制作用随着发车间隔的增大而减弱,当发车间隔超过临界值时,造成列车延误的主要原因是限速区段的限速。当发车间隔固定时,列车的平均延误时间会随着客货车比例的增大呈现出“拱形”,客货车比例在0.55~0.65之间时,列车的平均延误达到了峰值。
通過分析列車在限速區段的運行特徵,提齣瞭四顯示固定閉塞繫統下限速區段列車流的元胞自動機模型,重點研究瞭混閤列車流在限速區段的運行特性以及列車在限速區段的延誤規律,併分析瞭造成列車延誤的原因。結果錶明:噹客貨車在具有限速區段的線路混行時,造成列車延誤的原因分為限速區段限速和貨車對客車的抑製作用,且列車延誤時間隨著限速區段長度的增加而增加;貨車對客車的抑製作用隨著髮車間隔的增大而減弱,噹髮車間隔超過臨界值時,造成列車延誤的主要原因是限速區段的限速。噹髮車間隔固定時,列車的平均延誤時間會隨著客貨車比例的增大呈現齣“拱形”,客貨車比例在0.55~0.65之間時,列車的平均延誤達到瞭峰值。
통과분석열차재한속구단적운행특정,제출료사현시고정폐새계통하한속구단열차류적원포자동궤모형,중점연구료혼합열차류재한속구단적운행특성이급열차재한속구단적연오규률,병분석료조성열차연오적원인。결과표명:당객화차재구유한속구단적선로혼행시,조성열차연오적원인분위한속구단한속화화차대객차적억제작용,차열차연오시간수착한속구단장도적증가이증가;화차대객차적억제작용수착발차간격적증대이감약,당발차간격초과림계치시,조성열차연오적주요원인시한속구단적한속。당발차간격고정시,열차적평균연오시간회수착객화차비례적증대정현출“공형”,객화차비례재0.55~0.65지간시,열차적평균연오체도료봉치。
By analyzing the operational characteristics of trains in speed-limited section, it proposes a cellular automaton model for train movements in the four-aspect fixed-block system. The operational properties and delay laws of traffic flow of mixed trains are investigated in this paper, and the reasons causing operational delay are also analyzed. The results show that when the passenger and freight trains operate on the same railway, the reasons which cause the delay are speed-limit and inhibiting effect of freight trains to passenger trains, and the delay time increases with the length grow of speed-limited section. The inhibiting effect decreases with the increasing of train departure interval, and once it is greater than a critical value, the main reason inducing train delay is only speed-limit of slowdown section. When the train depar-ture interval maintains a constant value, the average delay time of trains will form a“arch”with the increasing proportion of passenger and freight trains, and when the proportion ranges from 0.55~0.65, the average delay time reaches to maximum.