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>Studi Perencanaan Lampu Lalu Lintas Dipersimpangan Jl. Tanjung Raya 2 – Jl. Panglima Aim dan Dikoordinasikan terhadap Persimpangan Jl. Sultan Hamid II – Jl. Tanjung Raya1 – Jl. Perintis Kemerdekaan – Jl. Tanjung Raya 2 di Kota Pontianak
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Studi Perencanaan Lampu Lalu Lintas Dipersimpangan Jl. Tanjung Raya 2 – Jl. Panglima Aim dan Dikoordinasikan terhadap Persimpangan Jl. Sultan Hamid II – Jl. Tanjung Raya1 – Jl. Perintis Kemerdekaan – Jl. Tanjung Raya 2 di Kota Pontianak
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机译:红绿灯交叉口的研究Jl。丹绒拉雅2-Jl。总指挥官和十字路口协调员。苏丹哈米德二世-Jl。 Tanjung Raya1-Jl。 Perintis Kemerdekaan-Jl。坤甸市的Tanjung Raya 2
No existence Traffic Management At junction Panglima Aim street - Tanjung Raya 2 street because Conflict Traffic Flows The Distributed From the intersection of Sultan Hamid street - Tanjung Raya 1 street –Perintis Kemerdekaan street - Tanjung Raya 2 street Just Located 185m, Disadvantaged Drain The Large flows From Both Junctions.For Conflict Resolution Traffic Flow At the junction of Ali Anyang street By Limiting Number of Vehicles That Go To Roads Between intersections Of Two-Way Intersection Namely Amounting 1250 Smp / Clock With Average Time 25 Seconds, Where Condition Flow Such is a flow Optimum And flow Roads in the Inter intersection Pretty Good. Data Collection Survey Do with How to Jump On The entire intersection. The Data That Is Taken Volume Vehicle Yang through Each intersection, Time Signal, Mileage Vehicle Speed The Second through Geometric intersection and intersection. Acquired Data Is Used as Reference in New Planning Cycle Time with Noting Coordination Theory intersection. Best Performance At each intersection Then Coordinated Based on Total Flow Vehicle That Has Such Obtained from Survey Results. Settings Guide on Second Intersection with The Flow Limit Sign intothat intersection Inter Segment with Green Shortening Time of Lights Traffic Management to Toll Roads towards Inter intersection When Flow Distribution beyond the Allowed and Prioritize Major Flows from One Street intersection examined.
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机译:Panglima Aim街-Tanjung Raya 2街交界处不存在交通管理,因为冲突的交通流是从苏丹哈米德街-Tanjung Raya 1街– Perintis Kemerdekaan街-Tanjung Raya 2街的交叉路口分布的刚刚位于185m,弱势排水大流量通过限制两个双向交叉路口交叉路口之间的公路通行车辆数量(即平均时间为25秒的1250 Smp /时钟)来解决冲突,从而解决阿里安阳街交叉路口处的交通流交叉路口的流量最优和流量道路还不错。数据收集调查与如何跳上整个交叉路口有关。通过各个路口,时间信号,里程车辆速度通过第二路口和交叉路口获取的体积车辆杨的数据。带有协调理论交叉点的新计划周期中将获取的数据用作参考。然后在每个路口获得最佳性能,然后根据从调查结果中获得的总流量车辆进行协调。第二个具有流量限制的交叉路口的设置指南进入该交叉路口带有绿色的缩短路口的交叉路口缩短交通管理到通向交叉路口的收费公路的时间当检查流量分配超出允许并优先从一个街道交叉路口分配主要流量时。
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