Model of queuing in the railway level crossing (case study: Imam Bonjol railway level crossing in Blitar)

Widyastuti, Hera; Utami, Adita; Dzulfiqar, Z. M.

doi:10.1088/1757-899x/650/1/012053

Cited by 8 publications

(6 citation statements)

References 5 publications

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“…Utami [10] researched the intersection of Gayungkebonsari Surabaya road to get a mathematical model of the relationship between the length of the closing time of the crossing with the number of train chains and train speed, and the second model is the relationship between the length of the crossing closing time and the length of the vehicle queue. While Widyastuti [11] conducted research related to the level crossing on Imam Bonjol Blitar road, there is a positive relationship between the train lengths and the duration of gate closing time. However, the train speed has a negative relationship.…”

Section: Literature Reviewmentioning

confidence: 99%

The Effect of Level Crossing on the Railroad Line Capacity

Rahardjo¹,

Mochtar²,

Widyastuti³

2022

cea

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Section: Literature Reviewmentioning

confidence: 99%

The Effect of Level Crossing on the Railroad Line Capacity

Rahardjo¹,

Mochtar²,

Widyastuti³

2022

cea

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“…To find out the delays that cause queue length of vehicles on East Jagir Wonokromo Street (there is a level crossing) due to the gate closing time at railway level crossing can be done by calculating the queue length using the queueing analysis method [11]. In addition, this queueing analysis method can also be used to determine the queue length of vehicles at each direction at signalized intersection when the red light is lit due to the gate closing of the railway level crossing [12].…”

Section: B Queueing Analysismentioning

confidence: 99%

Modeling of Queue Length at Railway Level Crossing Close to a Signalized Intersection (Case Study: Jagir Wonokromo Surabaya Railway Level Crossing)

Sari

Widyastuti

2021

Journal of Civil Engineering

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In Indonesia, there are still many level crossings, namely between railways and highways. This will cause congestion, in the form of queue length of vehicles that stop due to the gate closing at the railway level crossing. In addition, level railway crossing located near a signalized intersection can also affect the performance of signalized intersections. This is due to the queue length of vehicle that can interfere with intersection. Based on the problem, it is necessary to build two models. The first model is between the gate closing time at level crossing with the length and speed of the train using multiple regression method. The second model is between the gate closing time at level crossing and the queue length of vehicles using a simple regression method. The result of first model shows that the gate closing time at level crossing has a positive relationship with the length of train and a negative relationship with the speed of train. The relationship among these three variables is y = -2.083 1 + 0.637 2 + 249.930. Y is described as the gate closing time at level crossing, while x1 is the speed of train and x2 is the length of train. While the result of second model regarding the relationship between the gate closing time at level crossing with the queue length of vehicles has a positive effect in each direction. The relationship between two variables is y = 1.2329x + 84.725 for East Jagir Wonokromo Street from east to west direction and y = 0.5176x + 24.44 for East Jagir Wonokromo Street from west to east direction. Y is described as the gate closing time at level crossing and x is described as the queue length of vehicles.

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“…In Saunders et al [14], the active elements in road and level crossings are analysed. Within this context, it is important to evaluate the braking distance, as discussed in [15]. In Widyastuti et al [16], the authors look at a case study model of level crossings in Blitar.…”

Section: Literature Reviewmentioning

confidence: 99%

Proposed Methodology for the Calculation of Overview Distances at Level Crossings and the Inclusion Thereof in National Standards

2020

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The aim of this article is to find a rational solution for increasing the safety of level crossings in the Czech Republic on the basis of a set of representative level crossings. The Czech Republic was deliberately chosen because of its geographical location, the number of level crossings on the network, and because, according to statistics from the Rail Safety Inspection Office, the country ranks as one of the highest for the number of accidents at level crossings. The rational solution being sought is one that achieves a balance between legislative, technical, and awareness-raising measures. In the practical part, great emphasis is placed on the assessment of the current state of Czech legislation. The identified discrepancies are resolved by adjusting calculations for overview distances and proposing changes to incorrect provisions. The main contribution of this paper is the comprehensive overview that it provides of level crossings and their safety. This overview includes a description of the current state of affairs, i.e., the number of level crossings, their location, classification, construction and type of equipment used, as well as an analysis of accidents and their frequency. The latter is in relation to the proposed construction and technical solution and subsequent assessment of the rationalisation possibilities and investments required to reconstruct or remove existing level crossings, thereby affecting the accident rate.

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Model of queuing in the railway level crossing (case study: Imam Bonjol railway level crossing in Blitar)

Cited by 8 publications

References 5 publications

The Effect of Level Crossing on the Railroad Line Capacity

The Effect of Level Crossing on the Railroad Line Capacity

Modeling of Queue Length at Railway Level Crossing Close to a Signalized Intersection (Case Study: Jagir Wonokromo Surabaya Railway Level Crossing)

Proposed Methodology for the Calculation of Overview Distances at Level Crossings and the Inclusion Thereof in National Standards

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