Three-dimensional hydrodynamic model of concrete tetrahedral frame revetments

Zhu Gao , Xing Li , Hong-wu Tang , Zheng-hua Gu

Journal of Marine Science and Application ›› 2009, Vol. 8 ›› Issue (4) : 338 -342.

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Journal of Marine Science and Application ›› 2009, Vol. 8 ›› Issue (4) : 338 -342. DOI: 10.1007/s11804-009-8092-2
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Three-dimensional hydrodynamic model of concrete tetrahedral frame revetments

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Abstract

Revetments of concrete frame tetrahedrons are being used more and more in river engineering in China. Due to their complex geometry, it is difficult to measure the velocity fields inside them using traditional measurement methods. This limits understanding of their mechanics, potentially leading to suboptimal solutions. A 3-D hydrodynamic model based on the commercial computational fluid dynamics (CFD) code, Fluent, was developed to predict velocity fields and drags. The realizable k-ɛ model was adopted for turbulent closure of the Reynolds averaged Navier Stokes (RANS) equations. The study demonstrates that the numerical model can effectively supplement experimental studies in understanding the complex flow fields and mechanics of concrete frame tetrahedron revetments. Graphs showing the drag coefficient C D versus Reynolds number Re and lift coefficient C L versus Reynolds number Re were produced.

Keywords

concrete frame tetrahedrons / numerical simulation / drag / lift

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Zhu Gao, Xing Li, Hong-wu Tang, Zheng-hua Gu. Three-dimensional hydrodynamic model of concrete tetrahedral frame revetments. Journal of Marine Science and Application, 2009, 8(4): 338-342 DOI:10.1007/s11804-009-8092-2

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References

[1]

Fang S., Tang H., Zhou Y. Experimental study on effect of local scour at piers and protection by tetrahedron frame[J]. Advances in Water Science, 2006, 17(3): 354-358

[2]

Li R., Zhou C., Yan Z. Optimization study on the velocity reducing effects of tetrahedron frames[J]. Express Water Resources & Hydropower Information, 2003, 24(11): 13-15

[3]

Lu T., Han Y., Xu Q. Experiment study on regulation engineering wandering channel in sediment-laden river[J]. Journal of Water Resources and Water Engineering, 1997, 8(2): 17-24

[4]

Tang H., Li F., Xiao Y. Experimental study on effect of scour prevention and sedimentation promotion of bank protection of tetrahedron penetrating frame groups[J]. Port & Waterway Engineering, 2002, 344(9): 25-28

[5]

Wang N., Zhang W., Wang B. Application of a new technology of bank protection employing tetrahedron like penetrating frame groups in Yangtze river[J]. Journal of Yangtze River Scientific Research Institute, 1999, 16(2): 12-17

[6]

Xu G., Zhang Y. Application of tetrahedron-like concrete penetrating frames in river improvement bank protection and emergency work[J]. Journal of Tianjin University, 2006, 39(12): 1465-1469

[7]

Fluent Inc. FLUENT 6.2 User’s Guide[M]. 2005.

[8]

Gao Z., Tang H., Xiao Y., Gu Z. Hydraulics of tetrahedron-like penetrating frame[C]. 9th International Symposium on River Sedimentation, 2004, Beijing: Tsinghua University Press, 1827-1832

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