Local scour calculation around bridge pier during flood event
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-016-0986-3/fulltext.html
Reference17 articles.
1. Chang, W. Y., Lai, J. S., and Yen, C. L. (2004). “Evolution of scour depth at circular bridge piers.” Journal of Hydraulic Engineering, Vol. 130, No. 9, pp. 905–913, DOI: 10.1061/(ASCE)0733-9429 (2004)130:9(905).
2. Chiew, Y. M. and Melville, B. (1987). “Local scour around bridge piers.” Journal of Hydraulic Research, Vol. 25, No. 1, pp. 15–26, DOI: 10.1080/00221688709499285.
3. Desutter, R., Verhoeven, R., and Andreas Krein, A. (2001). “Simulation of sediment transport during flood events: Laboratory work and field experiments.” Journal of Hydrologic Science, Vol. 46, No. 4, pp. 599–610, DOI: 10.1080/02626660109492853.
4. Hager, W. H. and Unger, J. (2010). “Bridge pier scour under flood waves.” Journal of Hydraulic Engineering, Vol. 136, No. 10, pp. 842–847, DOI: 10.1061/(ASCE)HY.1943-7900.0000281.
5. Karimaee Tabarestani, M. and Zarrati, A. R. (2015). “Sediment transport during flood event: A review.” International Journal of Environmental Science and Technology, Vol. 12, No. 2, pp. 775–788, DOI: 10.1007/s13762-014-0689-6.
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