Topographic Evolution around Twin Piers in a Tandem Arrangement
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-019-0585-1.pdf
Reference30 articles.
1. Ataie-Ashtiani, B., Baratian-Ghorghi, Z., and Beheshti, A. A. (2010). “Experimental investigation of clear-water local scour of compound piers.” Journal of Hydraulic Engineering, Vol. 136, No. 6, pp. 343–351, DOI: https://doi.org/10.1061/(ASCE)0733-9429(2010)136:6(343) .
2. Chiew, Y. M. (1984). Local scour at bridge piers, Report No. 335, University of Auckland, Auckland, New Zealand.
3. Chiew, Y. M. (1995). “Mechanics of riprap failure at bridge piers.” Journal of Hydraulic Engineering, Vol. 121, No. 9, pp. 635–643, DOI: https://doi.org/10.1061/(ASCE)0733-9429(1995)121:9(635) .
4. Coleman, S. E. (2005). “Clear water local scour at complex piers.” Journal of Hydraulic Engineering, Vol. 131, No. 4, pp. 330–334, DOI: https://doi.org/10.1061/(ASCE)0733-9429(2005)131:4(330) .
5. Dargahi, B. (1989). “The turbulent flow field around a circular cylinder.” Experiments in Fluids, Vol. 8, No. 1, pp. 1–12, DOI: https://doi.org/10.1007/BF00203058 .
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