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TLDR

Urban passenger train reliability is crucial for customer satisfaction, and a single delay during peak periods can cascade and disrupt the entire schedule. The study develops an analytical model to quantify expected positive delays for individual trains and track links in an urban rail network. The model analytically captures direct, knock‑on, and connection delays, solves the resulting equations with an iterative refinement algorithm, and is applied to evaluate slack time adjustments and delay‑reduction investment strategies. Validation on a 157‑train suburban network shows the model’s estimates are on average within 8% of simulation results.

Abstract

The reliability of urban passenger trains is a critical performance measure for passenger satisfaction and ultimately market share. A delay to one train in a peak period can have a severe effect on the schedule adherence of other trains. This paper presents an analytically based model to quantify the expected positive delay for individual passenger trains and track links in an urban rail network. The model specifically addresses direct delay to trains, knock-on delays to other trains, and delays at scheduled connections. A solution to the resultant system of equations is found using an iterative refinement algorithm. Model validation, which is carried out using a real-life suburban train network consisting of 157 trains, shows the model estimates to be on average within 8% of those obtained from a large scale simulation. Also discussed, is the application of the model to assess the consequences of increased scheduled slack time as well as investment strategies designed to reduce delay.

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