Numerical Study on Flow around Three Circular Piers in Tandem Arrangement at a Supercritical Reynolds Number
2012 ◽
Vol 170-173
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pp. 1932-1937
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As the support structures of building for crossing river, piers of bridge and/or aqueduct are generally arranged in tandem along the river direction, the fluid dynamic forces are main lateral loads acting on the Piers. Two-dimensional fluid computations have been performed using LES model to investigate the flows around three circular piers in tandem arrangements at a supercritical Reynolds number, Re =8.76×106. Both center-to-center spaces are L/D=2.6. The flows and fluid-dynamic forces obtained from the simulations are analyzed. The results can provide the basis for the dynamic design of the supporting structures of the aqueducts.
1964 ◽
Vol 20
(3)
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pp. 513-527
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2018 ◽
Vol 7
(4.35)
◽
pp. 617
2010 ◽
Vol 21
(05)
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pp. 669-680
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2004 ◽
Vol 2004.17
(0)
◽
pp. 383-384
2001 ◽
Vol V.01.1
(0)
◽
pp. 139-140
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