Flow Field around a Vertical Cylinder in Presence of Long Waves: An Experimental Study

被引:5
作者
Basile, Rosangela [1 ]
De Serio, Francesca [1 ,2 ]
机构
[1] Polytech Univ Bari, Dept Civil Environm Land Bldg Engn & Chem, DICATECH, I-70125 Bari, Italy
[2] CoNISMa Interuniv Consortium Marine Sci, I-00196 Rome, Italy
关键词
solitary wave; turbulent coherent structures; length scales; wavelet transform; SOLITARY WAVE;
D O I
10.3390/w14121945
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Long waves caused by storm surges or river floods can significantly impact marine and fluvial structures such as bridge piers. Apart from the forces that they generate on the structure, they also contribute to the formation of turbulent eddies downstream of the obstacle. This is relevant, as in this way they can affect both an erodible bottom and the ecosystem. The present study describes a medium-scale experiment, in which the propagation of two different long waves released on a steady current is investigated in the presence of a bottom-mounted rigid emergent cylinder. Velocity measurements were acquired by a Particle Image Velocimetry (PIV) system, providing instantaneous flow velocity vectors on selected 2D planes. For each experimental condition, the time-varying velocity field near the cylinder was examined in selected vertical and horizontal planes. First, we tested which analytical theory or approximated method can best represent the experimental waves. After this, we estimated the horizontal maps of velocity and vorticity downstream of the obstacle and finally processed the velocity signals by means of a wavelet-based technique, to derive the length scales of turbulent eddies. In such a way, we specifically derived how the spreading of coherent turbulent structures downstream of the cylinder depends on the features of the flume, cylinder, and wave.
引用
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页数:18
相关论文
共 28 条
[1]  
[Anonymous], 1984, SHOR PROT MAN
[2]   Wave-induced vortex generation around a slender vertical cylinder [J].
Antolloni, Giulia ;
Jensen, Atle ;
Grue, John ;
Riise, Bjorn H. ;
Brocchini, Maurizio .
PHYSICS OF FLUIDS, 2020, 32 (04)
[3]   Hydrodynamic Structure with Scour Hole Downstream of Bed Sills [J].
Ben Meftah, Mouldi ;
De Serio, Francesca ;
De Padova, Diana ;
Mossa, Michele .
WATER, 2020, 12 (01)
[4]   Experimental investigation of the reduction in flow velocity downstream from a fishing net [J].
Bi, Chun-Wei ;
Zhao, Yun-Peng ;
Dong, Guo-Hai ;
Xu, Tiao-Jian ;
Gui, Fu-Kun .
AQUACULTURAL ENGINEERING, 2013, 57 :71-81
[5]   Experiments and computations of solitary wave interaction with fixed, partially submerged, vertical cylinders [J].
Chen, Yu-Hsiang ;
Wang, Keh-Han .
JOURNAL OF OCEAN ENGINEERING AND MARINE ENERGY, 2019, 5 (02) :189-204
[6]   Experimental and Numerical Investigation of Pre-Breaking and Breaking Vorticity within a Plunging Breaker [J].
De Padova, Diana ;
Brocchini, Maurizio ;
Buriani, Federica ;
Corvaro, Sara ;
De Serio, Francesca ;
Mossa, Michele ;
Sibilla, Stefano .
WATER, 2018, 10 (04)
[7]   Assessment of classical and approximated models estimating regular waves kinematics [J].
De Serio, Francesca ;
Mossa, Michele .
OCEAN ENGINEERING, 2016, 126 :176-186
[8]   A laboratory study of irregular shoaling waves [J].
De Serio, Francesca ;
Mossa, Michele .
EXPERIMENTS IN FLUIDS, 2013, 54 (06)
[9]   Steady solution of solitary wave and linear shear current interaction [J].
Duan, W. Y. ;
Wang, Z. ;
Zhao, B. B. ;
Ertekin, R. C. ;
Yang, W. Q. .
APPLIED MATHEMATICAL MODELLING, 2018, 60 :354-369
[10]  
Hereman W., 2018, Encyclopedia of Complexity and Systems Science, P1