The traffic performance of urban expressway is subject to non-recurring and recurring events, which may cause heavy congestion and vehicles long queuing on ramps. The low performance may bring more traffic delay to th...The traffic performance of urban expressway is subject to non-recurring and recurring events, which may cause heavy congestion and vehicles long queuing on ramps. The low performance may bring more traffic delay to the whole network of urban road. This paper presents a new method, the joint control of variable speed control and on-ramp metering, which attempts to improve the level of traffic operations on urban expressway. By analyzing traffic flow on urban expressway, an optimum control strategy of variable speed and on-ramp metering is established in the paper.展开更多
为克服统计样本容量(重庆地区1990-1999年间的风速资料)过少可能造成的统计误差,采用了月最大风速来拟合年最大风速的极值渐进分布.并通过3种极值分布函数(极值I型Gumbel、极值II型Frechet、极值III型reverseW eibull分布)及广义Parato...为克服统计样本容量(重庆地区1990-1999年间的风速资料)过少可能造成的统计误差,采用了月最大风速来拟合年最大风速的极值渐进分布.并通过3种极值分布函数(极值I型Gumbel、极值II型Frechet、极值III型reverseW eibull分布)及广义Parato分布(GPD)拟合结果的对比分析,得到短期风速资料下重庆年最大风速的极值渐进分布用极值III型(reverse W eibull)分布拟合较好,它给出了最佳的极值风速估计值.展开更多
文摘The traffic performance of urban expressway is subject to non-recurring and recurring events, which may cause heavy congestion and vehicles long queuing on ramps. The low performance may bring more traffic delay to the whole network of urban road. This paper presents a new method, the joint control of variable speed control and on-ramp metering, which attempts to improve the level of traffic operations on urban expressway. By analyzing traffic flow on urban expressway, an optimum control strategy of variable speed and on-ramp metering is established in the paper.
文摘为克服统计样本容量(重庆地区1990-1999年间的风速资料)过少可能造成的统计误差,采用了月最大风速来拟合年最大风速的极值渐进分布.并通过3种极值分布函数(极值I型Gumbel、极值II型Frechet、极值III型reverseW eibull分布)及广义Parato分布(GPD)拟合结果的对比分析,得到短期风速资料下重庆年最大风速的极值渐进分布用极值III型(reverse W eibull)分布拟合较好,它给出了最佳的极值风速估计值.