Title of article :
The Extent of Capacity Loss Caused by Rainfall at Signalised Intersections
Author/Authors :
Oyaro, J. Department of Civil Engineering - University of KwaZulu-Natal, Durban, South Africa , Ben-Edigbe, J. Department of Civil Engineering - University of KwaZulu-Natal, Durban, South Africa
Abstract :
Background:Even though their physical characteristics exert a constant influence on capacity and saturation flows, signalized intersections are fixed facilitiesnot affected by rainfall. Whilst traffic conditions with varying effects can be regulated, rainfall conditions cannot be regulated but compensated forby warning drivers to reduce speed. Speed reduction has an impact on signalised intersection capacity, whilst signalised intersection capacity is afunction of saturation flow, effective green, and cycle time. In this paper, a capacity loss is the differential percentage between ‘with and without’rainfall scenario.
Aim:The paper investigated the extent of capacity loss caused by rainfall at signalised intersections.
Methods:In Durban, South Africa, rainfall data were collected, collated, and correlated with traffic data in a 'with and without' rainfall intensity study.Rainfall intensity was classified according to the rate of precipitation as follows; rainfall intensity(i): light rain (i <2.5mm/h); Moderate rain(2.5mm/h ≤ i < 10mm/h), and heavy rain (10 ≤ i ≤ 50mm/h) as prescribed by the World Meteorological Society.
Results:Empirical results show that rainfall intensity has an effect on road capacity at a signalised intersection. Generally, for the vehicles going straight,light rain caused a 4.25% capacity loss; moderate rain 9.18% while heavy rain caused an 11.53% capacity reduction. With right-turning vehicles,light rain caused 7.38% capacity loss; moderate rain caused 14.3%, while heavy rain accounted for 19.15% capacity reduction.
Conclusion:The paper concluded that rainfall at signalised intersections would cause an anomalous capacity reduction. Since the database for the study issmall, the paper advocates for further studies based on a broader database to include yellow interval time.
Farsi abstract :
فاقد چكيده فارسي
Keywords :
Capacity , Start-up lost time , Signalised intersection , Rainfall intensity , Cycle time , World meteorological society
Journal title :
Open Transportation Journal