@inproceedings{c43616b0b71c452a90a27251a30b7ba5,
title = "Submerged-flow bridge scour under maximum clear-water conditions (I): Experiment",
abstract = "Submerged-flow bridge scour at clear water threshold condition has been studied experimentally. The experiments were conducted in a self contained re-circulating tilting flume where two uniform sediment sizes and two model bridge decks with eight different inundation levels were tested for scour morphology. The experiments showed that the longitudinal scour profiles before the maximum scour depth can be approximated by a 2-D similarity profile, while the scour morphology after the maximum scour depth is 3-D. Finally, two empirical similarity equations for scour profiles were proposed for design purpose, and the collected data set could be used for analytical studies of bridge scour.",
author = "J. Guo and K. Kerenyi and Pagan-Ortiz, {J. E.} and K. Flora and B. Afzal",
year = "2010",
doi = "10.1061/41147(392)80",
language = "English (US)",
isbn = "9780784411476",
series = "Geotechnical Special Publication",
number = "210 GSP",
pages = "807--814",
booktitle = "Scour and Erosion",
edition = "210 GSP",
note = "5th International Conference on Scour and Erosion ; Conference date: 07-11-2010 Through 10-11-2010",
}