Siming Zheng

Dr. Siming Zheng

School of Engineering, Computing and Mathematics, University of Plymouth, Plymouth, UK
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Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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13 September 2019 in Journal of Fluid Mechanics
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Journal Article
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Siming ZhengSiming Zheng
Siming Zheng
AAAlessandro Antonini
Alessandro Antonini
YZYongliang Zhang
Yongliang Zhang
DGDeborah Greaves
Deborah Greaves
JMJon Miles
Jon Miles
Gregorio IglesiasGregorio Iglesias
Gregorio Iglesias
The integration of oscillating water column (OWC) wave energy converters into a coastal structure (breakwater, jetty, pier, etc.) or, more generally, their installation along the coast is an effective way to increase the accessibility of wave power exploitation. In this paper, a theoretical model is developed based on the linear potential flow theory and eigenfunction matching method to evaluate the hydrodynamic performance of an array of OWCs installed along a vertical straight coast. The chamber of each OWC consists of a hollow vertical circular cylinder, which is half embedded in the wall. The OWC chambers in the theoretical model may have different sizes, i.e. different values of the radius, wall thickness and submergence. At the top of each chamber, a Wells turbine is installed to extract power. The effects of the Wells turbine together with the air compressibility are taken into account as a linear power take-off system. The hydrodynamic and wave power extraction performance of the multiple coast-integrated OWCs is compared with that of a single offshore/coast-integrated OWC and of multiple offshore OWCs. More specifically, we analyse the role of the incident wave direction, chamber size (i.e. radius, wall thickness and submergence), spacing between OWCs and number of OWCs by means of the present theoretical model. It is shown that wave power extraction from the coast-integrated OWCs for a certain range of wave conditions can be significantly enhanced due to both the constructive array effect and the constructive coast effect.

1 July 2019 in Marine Structures
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Siming ZhengSiming Zheng
Siming Zheng
YZYongliang Zhang
Yongliang Zhang
Gregorio IglesiasGregorio Iglesias
Gregorio Iglesias

1 July 2019 in Applied Ocean Research
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FHFang He
Fang He
HZHuashan Zhang
Huashan Zhang
JZJiajun Zhao
Jiajun Zhao
Siming ZhengSiming Zheng
Siming Zheng
GIGregorio Iglesias
Gregorio Iglesias

1 October 2015 in Journal of Fluids and Structures
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Journal Article
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Siming ZhengSiming Zheng
Siming Zheng
YZYonghao Zhang
Yonghao Zhang
YZYong-Liang Zhang
Yong-Liang Zhang
WSWanan Sheng
Wanan Sheng

6 August 2020 in Journal of Fluid Mechanics
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Journal Article
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Siming ZhengSiming Zheng
Siming Zheng
Michael MeylanMichael Meylan
Michael Meylan
GUixun ZhuGUixun Zhu
GUixun Zhu
DGDeborah Greaves
Deborah Greaves
GIGregorio Iglesias
Gregorio Iglesias
A theoretical model based on linear potential flow theory and an eigenfunction matching method is developed to analyse the hydroelastic interaction between water waves and multiple circular floating porous elastic plates. The water domain is divided into the interior and exterior regions, representing the domain beneath each plate and the rest, which extends towards infinity horizontally, respectively. Spatial potentials in these two regions can be expressed as a series expansion of eigenfunctions. Three different types of edge conditions are considered. The unknown coefficients in the potential expressions can be determined by satisfying the continuity conditions for pressure and velocity at the interface of the two regions, together with the requirements for the motion/force at the edge of the plates. Apart from the straightforward method to evaluate the exact power dissipated by the array of porous elastic plates, an indirect method based on Green's theorem is determined. The indirect method expresses the wave-power dissipation in terms of Kochin functions. It is found that wave-power dissipation of an array of circular porous elastic plates can be enhanced by the constructive hydrodynamic interaction between the plates, and there is a profound potential of porous elastic plates for wave-power extraction. The results can be applied to a range of floating structures but have special application in modelling energy loss in flexible ice floes and wave-power extraction by flexible plate wave-energy converters.

1 April 2020 in Physics of Fluids
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Siming ZhengSiming Zheng
Siming Zheng
MMM. H. Meylan
M. H. Meylan
Deborah GreavesDeborah Greaves
Deborah Greaves
GIG. Iglesias
G. Iglesias
Hydroelastic interaction between water waves and submerged porous elastic disks of negligible thickness in water of finite depth is investigated under the assumption of small amplitude water-wave motion and structural response. The disks are either simply supported or clamped at their edges. Wave power can be absorbed/dissipated by the disks due to their porosity. A theoretical model based on the linear potential flow theory and eigenfunction matching method is developed to solve the wave scattering problem of the submerged disks. An indirect method, employing Kochin functions, is derived based on Green’s theorem to evaluate the wave power absorption/dissipation, and it produces accurate results at a lower computational cost than the conventional method. This theoretical model is applied to perform a multi-parameter study on the performance of a single submerged porous elastic disk, and an array of disks as well, particularly, in terms of near-field wave motion, disk deflection, far-field scattering coefficient, and wave power absorption/dissipation. Deploying multiple disks in an array is found to be a more promising approach for wave power absorption/dissipation compared to enlarging the area of a single disk.