TECHNICAL PAPERS
Dec 1, 2005

Potential Effects of Wet Conditions on Signalized Intersection LOS

Publication: Journal of Transportation Engineering
Volume 131, Issue 12

Abstract

Although rain and other precipitation is common, analyses of signalized intersections based on the Highway Capacity Manual require clear weather and dry pavement conditions. Three factors may be affected by wet weather: saturation flow, effective green time, and progression. Saturation headway may lengthen, effective green may shrink, and progression may worsen in wet conditions. As a result, signalized intersection operations become less efficient. This is demonstrated in the longer delays estimated for five sample intersections. A methodology was developed for the derivation of the probability of rainfall (Pwet) during the morning and evening peak hours for any intersection in the United States using readily available rainfall accumulation data from the National Oceanic and Atmospheric Administration. Once delay and level of service (LOS) are estimated for both dry and wet conditions, a weighted average is employed for estimating delays and LOS that represent the prevailing dry and wet peak period conditions at a signalized intersection.

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References

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 131Issue 12December 2005
Pages: 898 - 903

History

Received: Mar 25, 2004
Accepted: Jan 31, 2005
Published online: Dec 1, 2005
Published in print: Dec 2005

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Authors

Affiliations

Panos D. Prevedouros [email protected]
Professor, Dept. of Civil Engineering, Univ. of Hawaii at Manoa, 2540 Dole St., Holmes Hall 383, Honolulu, HI 96822. E-mail: [email protected]
Kerwin Chang
Civil/Traffic Engineer, Austin, Tsutsumi, and Associates, Inc., 501 Sumner St., Suite 521, Honolulu, HI 96817–5031; formerly, MSCE, Dept. of Civil Engineering, Univ. of Hawaii at Manoa, 2540 Dole St., Holmes Hall 383, Honolulu, HI 96822.

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