第十章-换车道模型.pptVIP

Company name Cycle Diagram Text Text Text Text Text Cycle name Add Your Text Company name Diagram Text Text Text Add Your Title Text Text 1 Text 2 Text 3 Text 4 Text 5 Add Your Title Text Text 1 Text 2 Text 3 Text 4 Text 5 Text Text Company name Table Concept Concept concept Concept Company name Diagram Text Text Text Text Add Your Title Company name Cycle Diagram Concept B E C D A Add Your Text Add Your Text Add Your Text Add Your Text Add Your Text Company name Diagram 1 ThemeGallery is a Design Digital Content Contents mall developed by Guild Design Inc. 2 ThemeGallery is a Design Digital Content Contents mall developed by Guild Design Inc. 3 ThemeGallery is a Design Digital Content Contents mall developed by Guild Design Inc. Company name Diagram Your Text Your Text Your Text Your Text Your Text Your Text Your Text Your Text 2001 2002 2003 2004 Company name Diagram Add Your Title Add Your Title Add Your Title ThemeGallery is a Design Digital Content Contents mall developed by Guild Design Inc. ThemeGallery is a Design Digital Content Contents mall developed by Guild Design Inc. ThemeGallery is a Design Digital Content Contents mall developed by Guild Design Inc. Company name Table Title Title Title Title Title Title O O O O O Title O O O O O Title O O O O O Title O O O O O Title O O O O O Title O X O X O Company name Marketing Diagram Company name Block Diagram Add Your Text Add Your Text concept Concept Concept Concept 因素有关。 河南理工大学 进。 河南理工大学 基于行为阈值的换车道模型 潜在影响 SDXP=AX+FX* BX SDVP=FV *SDV FX、FV随周围被观察车辆变化而变化，考虑距离、速度差、不同驾驶员对不同车道上车辆行为的感觉不同 河南理工大学 向快车道转换 自由车道转换 LEAD≥TR,LAG3.6s 领先车道转换 LEADTR,LAG3.6s 延迟车道转换 LEAD≥TR,LAG≦3.6s 插空车道转换 LEADTR,LAG≦3.6s 向慢快车道转换 自由车道转换 TB1.8s 加速车道转换 TB≦1.8s 河南理工大学 延误模型 稳态延误模型 瞬态延误模型 信号交叉口 延误模型 饱和流法 极大似然 估计法 临界间隙 的计算 无信号交叉口 延误模型 信号交叉口延误模型 韦伯斯特给出的延误模型．为了便于分析，本文只考虑饱和度小于l的情形下，车辆经历的均匀延误(控制延误的第l项)．该模型假设条件如下： 1)整个周期车辆平均到达事在所取的时间段内稳定不变，用q表示； 2)绿灯相位结束时，排队长度为O； 3)绿灯时间内，当有排队时，车辆以饱和流率s离开交叉口；排队消失后，