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Causes and Effects of Culvert Blockage during Large Storms
This paper presents data collected on the blockage of culverts and bridge openings by debris during a major storm. The dominant factor in determining the degree of blockage is the size of the structure's clear opening. Culvert or bridge openings greater than about 6 m are unlikely to block, and if they do block, it is likely to be only a partial blockage. Culverts with openings less than about 6 m are prone to blockage. The data collected for this storm indicates that these culverts can experience the full range, from unblocked to completely blocked.
Causes and Effects of Culvert Blockage during Large Storms
This paper presents data collected on the blockage of culverts and bridge openings by debris during a major storm. The dominant factor in determining the degree of blockage is the size of the structure's clear opening. Culvert or bridge openings greater than about 6 m are unlikely to block, and if they do block, it is likely to be only a partial blockage. Culverts with openings less than about 6 m are prone to blockage. The data collected for this storm indicates that these culverts can experience the full range, from unblocked to completely blocked.
Causes and Effects of Culvert Blockage during Large Storms
Rigby, E. H. (author) / Boyd, M. J. (author) / Roso, S. (author) / Silveri, P. (author) / Davis, A. (author)
Ninth International Conference on Urban Drainage (9ICUD) ; 2002 ; Lloyd Center Doubletree Hotel, Portland, Oregon, United States
2002-09-05
Conference paper
Electronic Resource
English
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