1) pedestrian delay
行人延误
1.
Authors analyzed the twice crossing from the use of spacetime resource and pedestrian delay,and built the formula of pedestrian delay based on the design of signal system for pedestrian crossing.
从时空资源利用角度和延误角度对有信号控制路段行人二次过街进行分析,在对路段行人信号配时方案设计基础上得到有信号控制条件下行人延误公式。
2.
Take the situation when pedestrian delay is less than his extreme endurance time as the criterion,the range of vehicle volume for once cross and twice cross can be got if the width of road and pedestrian volume is definite.
提出无信号控制路段行人安全过街延误模型,在一定路宽、行人流量条件下,以行人延误小于其极限忍耐时间为判定标准,得出一、二次过街适合的机动车流量范围。
2) pedestrian delays
行人延误
1.
Considering the traffic phenomena noted in the field observations,a new method for measuring pedestrian delays at crosswalks is proposed on the basis of the existing methods,and its basic idea is to decide how to measure delay according to the characteristics of each pedestrian.
然后考虑实地观测到的交通现象,在现有人行横道行人延误测量方法的基础上,提出了一种新的测量方法,其基本思想是根据行人的具体情况来决定如何测量其延误。
2.
A microsimulation system is proposed to estimate pedestrian delays at signalized intersections adopting pre-timed two-phase control in developing cities.
针对发展中城市中由定周期两相位交通灯控制的交叉口,建立了用于估计行人延误的微观仿真系统。
3) pedestrian crossing delay
行人过街延误
1.
We consider the restrictions from pedestrian crossing delay and the minimum distance between stop sites and the nearest intersection.
通过分析影响公交停靠站站址选择的主要因素,综合考虑行人过街延误,和公交站点离交叉口距离限制,将公交站址依据路况进行分类研究,针对各类型建立了基于乘客平均出行时间最小的多条公交线路的停靠站位置的优化选择模型,并提出了该模型的求解算法。
4) travel delay
行车延误
5) average total delay per person
人均延误
1.
The arterial coordination control delay from the perspective of traveler was analyzed,an objective function minimizing the average total delay per person was established and the optimized result was obtained by heuristic algorithm.
模型的研究从出行者的角度分析干线协调的延误,以干线人均延误最小建立了目标函数,并设计启发式算法进行计算,从而获得目标函数的优化值。
6) train running delay
列车运行延误
1.
The transferring properties of train running delays in capacity utilization and the deferring states in transference are analysed emphatically.
通过对双线自动闭塞区段前后行列车运行状态的系统分析，着重研究能力利用中列车运行延误的传递特性及其传递过程中的延迟性，提出运用计算机模拟进行定量研究的方法，运用所建模拟模型，分析列车运行延误所造成的通过能力损失及其对后续列车的影响，给出了不同列车追踪间隔时分条件下，列车运行延误及其传递的有关数量指标。
补充资料：行人道
1.即人行道。大道两旁的人行便道。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条