Hydroplaning control on multi-lane freeways
S. Mavromatis, A. Kontizas, V. Matragos,
K. Amiridis
Pages: 335-350
Abstract:
Adverse weather–induced wet pavement
conditions represent a critical factor in roadway safety resulting from
aquaplaning, especially on high-speed facilities. This study explores the
dynamic aquaplaning phenomenon on wide 4-lane freeway sections, aiming to
determine critical thresholds for water film thickness (WFT) above the
pavement macrotexture and aquaplaning speed (APS). A total of 75 four-lane
freeway sections designed in accordance with the 2008 German urban motorway
design guidelines for EKA 3 classification were analyzed. These alignments
were combined with a selected range of additional parameters, based on
balanced literature findings, involving pavement surface characteristics,
vehicle, and user parameters, as well as various rainfall intensity rates,
resulting in 6075 combinations in total. Aquaplaning was assessed using
Gallaway’s method, enhanced with the drainage path calculated as the
algebraic sum of the longitudinal grade and superelevation in the 3D roadway
geometry. The existing literature on aquaplaning has primarily focused on
roadway sections with constant longitudinal grades and cross slopes. A key
contribution of the present research is the investigation of aquaplaning risk
within superlevation transition zones, where the drainage path length can
become substantially longer than in conventional sections. This condition may
lead to increased water accumulation and different pavement drainage
characteristics, making superlevation transitions a critical yet relatively
underexplored aspect of aquaplaning analysis. Multiple linear regression
analysis showed high predictive accuracy for both WFT and APS. From a road
geometry perspective, only grade values were found to be statistically
significant. Beyond grade, the statistical analysis highlighted the influence
of rainfall intensity and pavement texture depth, while tire pressure and
tire tread depth were also shown to be significant factors for WFT and APS
assessments, respectively. The findings provide technical support for roadway
design and speed management, helping to identify conditions under which
variable speed limits may be effectively implemented to enhance safety.
Keywords: hydroplaning; speed limit; freeways;
linear regression; Gallaway; water film thickness; aquaplaning speed
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