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A New Macro Model for Traffic Flow on a Highway with Ramps and Numerical Tests 被引量:2
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作者 TANG Tie-Qiao HUANG Hai-Jun +2 位作者 S.C. Wong gao zi-you ZHANG Ying 《Communications in Theoretical Physics》 SCIE CAS CSCD 2009年第1期71-78,共8页
In this paper, we present a new macro model for traffic flow on a highway with ramps based on the existing models. We use the new model to study the effects of on-off-ramp on the main road traffic during the morning r... In this paper, we present a new macro model for traffic flow on a highway with ramps based on the existing models. We use the new model to study the effects of on-off-ramp on the main road traffic during the morning rush period and the evening rush period. Numerical tests show that, during the two rush periods, these effects are often different and related to the status of the main road traffic. If the main road traffic flow is uniform, then ramps always produce stop-and-go traffic when the main road density is between two critical values, and ramps have little effect on the main road traffic when the main road density is less than the smaller critical value or greater than the larger critical value. If a small perturbation appears on the main road, ramp may lead to stop-and-go traffic, or relieve or even eliminate the stop-and-go traffic, under different circumstances. These results are consistent with real traffic, which shows that the new model is reasonable. 展开更多
关键词 RAMP traffic flow model friction effect stability stop-and-go traffic
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Multiple flux difference effect in the lattice hydrodynamic model
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作者 Wang Tao gao zi-you Zhao Xiao-Mei 《Chinese Physics B》 SCIE EI CAS CSCD 2012年第2期210-217,共8页
Considering the effect of multiple flux difference, an extended lattice model is proposed to improve the stability of traffic flow. The stability condition of the new model is obtained by using linear stability theory... Considering the effect of multiple flux difference, an extended lattice model is proposed to improve the stability of traffic flow. The stability condition of the new model is obtained by using linear stability theory. The theoretical analysis result shows that considering the flux difference effect ahead can stabilize traffic flow. The nonlinear analysis is also conducted by using a reduetive perturbation method. The modified KdV (mKdV) equation near the critical point is derived and the kink antikink solution is obtained from the mKdV equation. Numerical simulation results show that the multiple flux difference effect can suppress the traffic jam considerably, which is in line with the analytical result. 展开更多
关键词 flux difference lattice hydrodynamic model traffic flow mKdV equation
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基于两阶段分布鲁棒优化的列车停站方案与时刻表协同研究 被引量:2
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作者 张春田 戚建国 +3 位作者 杨凯 杨立兴 高自友 高原 《控制与决策》 EI CSCD 北大核心 2023年第4期1065-1073,共9页
列车停站方案与列车时刻表协同优化能够克服两者单独优化难以实现系统最优的弊端,从而可以得到旅客满意和企业期望的运营方案.首先,针对多场景不确定旅客需求概率分布信息已知的情形,综合考虑轨道与车站站线占用等约束,以极小化列车总... 列车停站方案与列车时刻表协同优化能够克服两者单独优化难以实现系统最优的弊端,从而可以得到旅客满意和企业期望的运营方案.首先,针对多场景不确定旅客需求概率分布信息已知的情形,综合考虑轨道与车站站线占用等约束,以极小化列车总行程时间、各场景未被满足旅客需求以及列车冗余之和为目标,构建列车停站方案与时刻表两阶段随机规划模型.在此基础上,进一步考虑旅客需求场景概率分布信息部分已知的情形,构建与之相对应的两阶段分布鲁棒优化模型.其次,借助L∞范数非精确集,将所构建的列车停站方案与时刻表两阶段分布鲁棒协同优化模型转换为等价的混合整数线性规划模型,并利用Visual C++平台调用GUROBI进行求解.最后,将所构建模型应用到武汉-广州高速铁路走廊上验证其有效性,结果表明,相比于随机优化模型,分布鲁棒优化模型只需付出较小的代价,即可抵御旅客需求概率分布不确定性带来的影响,且可以改善最坏情形下解的质量,为得到鲁棒性较强的铁路列车停站方案与时刻表提供一定的理论依据. 展开更多
关键词 铁路运输 列车时刻表 停站方案 不确定旅客需求
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