R. Wibisono, Adhi Muhtadi, Donny Cahyono
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引用次数: 1

摘要

Krian旁路十字路口是一条非常拥挤的路线,因为它位于泗水市经济分布的Sidoarjo和Mojokerto regency附近。需要进行相位调节、道路加宽或飞越,使交叉口交通量不致饱和。作为基准,对2018年至2021年的三年交通性能进行预测。根据预测结果,Krian旁路交叉口将通过拓宽道路降低其DS值,使绿灯时间周期较低,右转影响DS值低于1(1)。2018年的最低DS为1.61,最高DS为2.49。而2021年最低DS为2.72,最高DS为4.85。对于向北各交叉口右转相位解,DS = 1.02, U-RT = 0.82, S = 1.38, S- rt = 0.69, T = 1.24, T- rt = 0.78, B = 1.79, B- rt = 0.04。2021年克里安旁路流量预测解决方案通过有效宽度工程、右转和绿灯时间等因素的计算结果表明,降低饱和度(DS)后仍显示DS > 0.75 - 1,然后构建20%车辆通过既有、80%车辆通过飞越的场景。飞越的影响显示,北部DS = 0.4,南部= 0.51,东部= 0.56,西部= 0.45
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Kajian Analisis Lalulintas Simpang Bersinyal di By Pass Krian Untuk Perencanaan Pelebaran Jalan dan Fly Over
Krian Bypass intersection is a very crowded route because of its location near Sidoarjo and Mojokerto Regencies for the economic distribution of Surabaya City. There needs to be phase regulation, road widening or fly over so that the intersection traffic volume is not getting saturated. As a benchmark is the forecasting of traffic performance carried out for 3 years from 2018 to 2021. Based on the results of forecasting, the Krian Bypass intersection will decrease its DS value by widening the road so that the green time cycle will be low and turn right impact the DS value below 1 (one). The lowest 2018 DS is 1.61, while the highest DS is 2.49. While the lowest year 2021 DS is 2.72, while the highest DS is 4.85. For the solution with the right turn phase for each intersection to the north DS = 1.02, U-RT = 0.82, S = 1.38, S-RT = 0.69, T = 1.24, T-RT = 0.78, B = 1.79, B-RT = 0.04 . The solution for forecasting the flow of Krian Bypass in 2021. The calculation results made with effective width engineering, turn right and green time can reduce the DS value (Degree of Saturation) still shows DS value> 0.75 - 1, then fly over is constructed with a scenario of 20% vehicles through existing and 80% of vehicles through fly over. Year 2021 The impact of fly over shows North DS = 0.4, South = 0.51, East = 0.56, and West = 0.45
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