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Hao Chen

Hohai University

8 Focheng West Road

Jiangning District

Nanjing, 211100

China

SCHOLARLY PAPERS

14

DOWNLOADS

581

TOTAL CITATIONS

10

Scholarly Papers (14)

Study on the Stability of a Vertical-Axis Tidal Turbine Under Combined Wave-Current Actions

Number of pages: 32 Posted: 09 Jul 2025
Hohai University, Hohai University, University of Bradford, Hohai University, Hohai University and Jiangsu Open University
Downloads 34 (1,296,409)

Abstract:

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stability, vertical-axis tidal turbine, wave-current action, tip speed ratio, tip clearance, scour evolution

Study on the Stability of a Vertical-Axis Tidal Turbine Under Combined Wave-Current Actions

Number of pages: 32 Posted: 18 Jul 2025
Hohai University, Hohai University, University of Bradford, Hohai University, Hohai University and Jiangsu Open University
Downloads 29 (1,385,838)

Abstract:

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vertical-axis tidal turbine, wave-current action, tip speed ratio, tip clearance, scour evolution

2.

Experimental Study on the Scour Characteristics Around a Jacket Foundation Under Wave Actions

Number of pages: 26 Posted: 21 Oct 2023
Hohai University, Hohai University, University of Bradford, Hohai University, Hohai University and Hohai University
Downloads 60 (970,490)

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jacket foundation, wave properties, water depth, foundation angle, scour characteristics

3.

Experimental Investigation of the Current-Induced Local Scour Around a Jacket Foundation

Number of pages: 32 Posted: 23 May 2023
Hohai University, Hohai University, Hohai University, University of Bradford, Hohai University and Qingdao University of Technology
Downloads 57 (1,000,027)
Citation 7

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Unidirectional flow, flow strength, water depth, foundation angle, scour characteristics

4.

Reducing local scour around monopiles using arc-shaped sacrificial piles under unidirectional flow

Number of pages: 27 Posted: 15 Oct 2025
Hohai University, Hohai University, affiliation not provided to SSRN, Hohai University, Hohai University, Hohai University and Nanjing Hydraulic Research Institute
Downloads 45 (1,157,785)

Abstract:

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arc-shaped sacrificial pile, unidirectional flow, flow intensity, scour depth, protection mode

5.

On the flow field characteristics around jacket foundations of offshore wind turbines under wave action

Number of pages: 56 Posted: 16 Sep 2025
Hohai University, Hohai University, University of Bradford, Hohai University and Hohai University
Downloads 44 (1,157,785)

Abstract:

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jacket foundation, wave action, velocity distribution, turbulent characteristics, bed shear stress

6.

Experimental Investigation of Riprap Protection for a Jacket Foundation Under Hydrodynamic Actions

Number of pages: 20 Posted: 21 Jan 2025
Hohai University, Hohai University, University of Bradford, Hohai University, Hohai University, Hohai University and Qingdao University of Technology
Downloads 43 (1,145,425)

Abstract:

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unidirectional flow, wave-current action, riprap protection, riprap size, protection extent, damage assessment

7.

On Seabed Scour Around the Vertical-Axis Tidal Turbine Under Unidirectional Flow Loading

Number of pages: 33 Posted: 14 Jan 2025
Hohai University, Hohai University, affiliation not provided to SSRN, affiliation not provided to SSRN, University of Bradford, affiliation not provided to SSRN and Hohai University
Downloads 41 (1,183,237)

Abstract:

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vertical-axis tidal turbine, flow intensity, tip clearance, tip speed ratio, water depth, scour characteristics

8.

Study on Scour Characteristics Around a Vertical-Axis Tidal Turbine Under Combined Wave-Current Actions

Number of pages: 32 Posted: 21 Aug 2025
Hohai University, Hohai University, University of Bradford, Hohai University, Hohai University and Jiangsu Open University
Downloads 40 (1,196,171)

Abstract:

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vertical-axis tidal turbine, wave-current action, tip speed ratio, tip clearance, scour evolution

9.

On the Scour Characteristics of Submarine Flexible Cable in Three-Dimensional Flow

Number of pages: 37 Posted: 27 Sep 2024
Hohai University, Hohai University, University of Bradford, Hohai University, Hohai University, Hohai University and Hohai University
Downloads 36 (1,263,436)
Citation 1

Abstract:

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Submarine flexible cable, lateral scour development rate, time-dependent scour depth, equilibrium scour state

10.

On the Local Scour Around a Jacket Foundation Under Bidirectional Flow Loading

Number of pages: 28 Posted: 23 Mar 2024
Hohai University, Hohai University, Qingdao University of Technology and University of Bradford
Downloads 36 (1,236,159)

Abstract:

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jacket foundation, bidirectional flow, flow strength, foundation angle, scour process.

11.

Laboratory Modelling Study on the Scour Characteristics Around a Jacket Foundation Subjected to Combined Wave-Current Loading

Number of pages: 32 Posted: 18 Mar 2024
Hohai University, Hohai University, University of Bradford, Qingdao University of Technology, Hohai University and Hohai University
Downloads 36 (1,236,159)
Citation 1

Abstract:

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Jacket foundation, Local scour, Wave-current loading, Keulegan-Carpenter number, Shields parameter, Froude number

12.

On seabed scour around the vertical-axis tidal turbine under unidirectional flow loading

Number of pages: 27 Posted: 17 Nov 2025
Hohai University, Hohai University, affiliation not provided to SSRN, affiliation not provided to SSRN, University of Bradford, affiliation not provided to SSRN, Hohai University and Nanjing Hydraulic Research Institute
Downloads 33 (1,304,549)

Abstract:

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13.

Effect of scour on wave induced dynamic response within the fine sand seabed around a monopile foundation

Number of pages: 35 Posted: 15 Oct 2025
Hohai University, Hohai University, University of Bradford, affiliation not provided to SSRN, Hohai University, Hohai University and Nanjing Hydraulic Research Institute
Downloads 31 (1,345,526)

Abstract:

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monopile foundation, wave parameters, fine sand, scour evolution, seabed response

14.

Experimental Study of Wave-Induced Dynamic Response within the Seabed Around an Impermeable Sloping Breakwater

Number of pages: 34 Posted: 09 Jul 2024
Hohai University, Hohai University, Qingdao University of Technology, Qingdao University of Technology, University of Bradford and Hohai University
Downloads 16 (1,491,251)
Citation 1

Abstract:

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sloping breakwater, wave parameter, soil property, soil liquefaction, excess pore pressure