Evaluation of Hydrodynamic Consequences for Horseshoe Vortex System Developing Around two Eccentrically Arranged Identical Piers of Diverse Shapes
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/article/10.1007/s12205-017-1842-9/fulltext.html
Reference25 articles.
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2. Ataie-Ashtiani, B. and Aslani-Kordkandi, A. (2013). “Flow field around single and tandem piers.” Flow Turbulence and Combustion, vol. 90, Issue 3, pp. 471–490, DOI: 10.1007/s10494-012-9427-7.
3. Ataie-Ashtiani, B. and Beheshti, A. A. (2006). “Experimental investigation of clear-water local scour at pile groups.” Journal of Hydraulic Engineering, vol. 132, Issue 10, pp. 1100–1104, DOI: 10.1061/(ASCE)0733-9429(2006)132:10(1100).
4. Breusers, H. N. C., Nicollet, G., and Shen, H. W. (1977). “Local scour around cylindrical piers.” Journal of Hydraulic Research, vol. 15, Issue 3, pp. 211–252, DOI: 10.1080/00221687709499645.
5. Dargahi, B. (1989). “The turbulent flow field around a circular cylinder.” Experiments in Fluids, vol. 8, Issue 1, pp. 1–12, DOI: 10.1007/BF00203058.
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