4.7 Article

Development of exact and heuristic optimization methods for safety improvement projects at level crossings under conflicting objectives

Journal

RELIABILITY ENGINEERING & SYSTEM SAFETY
Volume 220, Issue -, Pages -

Publisher

ELSEVIER SCI LTD
DOI: 10.1016/j.ress.2021.108296

Keywords

Rail transportation; Level crossings; User safety; Traffic delays; Multi-objective optimization

Funding

  1. Florida Department of Transportation [BDV30-977-33]

Ask authors/readers for more resources

A significant number of accidents occur at level crossings globally, and efforts are being made to prevent accidents by installing countermeasures. However, budgetary constraints and effectiveness factors make it essential to select the most effective countermeasures. This study presents a multi-objective mathematical model for resource allocation at level crossings to minimize hazard severity and traffic delays, and provides insights for stakeholders involved in level crossing safety improvements.
A significant number of accidents occur each year at level crossings globally. Substantial efforts are being made by different railway authorities and other stakeholders to prevent accidents by installing various countermeasures at level crossings (e.g., mountable curbs, two-quad gates, four-quad gates). However, due to budgetary constraints, it is not possible to deploy countermeasures at all level crossings. Besides, countermeasures have certain effectiveness factors and the associated installation cost. Usually, the cost of the countermeasure increases with its effectiveness. Therefore, it is essential to select the most effective countermeasures at the riskiest level crossings. The implementation of countermeasures at level crossings may lead to certain negative externalities as well. In particular, the deployment of countermeasures can result in a decreased traffic flow, causing traffic delays and adversely affecting the continuity of freight and passenger train movements. This study proposes a multi-objective mathematical model for resource allocation among level crossings, which aims not only to minimize the total hazard severity due to potential accidents but the associated traffic delays as well. Exact and heuristic solution approaches are designed to solve the developed multi-objective model. A set of computational experiments are conducted for the level crossings located in the State of Florida (United States). The results demonstrate superiority of the exact optimization method, as it obtained optimal Pareto Fronts within acceptable computational time. Moreover, a number of sensitivity analyses are conducted to showcase certain managerial insights that would be of interest to railway authorities and other stakeholders involved in level crossing safety improvements.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available