Hydro-response of grid-like floating structure subjected to a mono-directional flow

Harvesting hydrokinetic energy from flowing water in rivers requires construction of special structures. The obstacles that need to be considered in designing such structures include shape, size constraints and challenges imposed by the river such as unsteady velocity and pressure. The aim of the cu...

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Main Author: Gonolon, Jibeh
Format: Thesis
Language:English
Published: 2017
Subjects:
Online Access:http://eprints.utm.my/id/eprint/78639/1/JibehGonolonMFKA2017.pdf
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spelling my-utm-ep.786392018-08-29T07:34:03Z Hydro-response of grid-like floating structure subjected to a mono-directional flow 2017-01 Gonolon, Jibeh TA Engineering (General). Civil engineering (General) Harvesting hydrokinetic energy from flowing water in rivers requires construction of special structures. The obstacles that need to be considered in designing such structures include shape, size constraints and challenges imposed by the river such as unsteady velocity and pressure. The aim of the current study is to investigate the hydraulic response of the grid-like floating structure subjected to mono-directional flow at different velocities. The study also includes the hydroinduced stress distribution pattern to determine the critical areas of stress. The floating structure considered in this study is a combination of a wedge on the front, which is rigidly connected to a grid-like platform supporting 12 hulls at the back. The grid-like platform has been designed to accommodate a set of 8 turbines with 2.3m blade radius each to generate electricity from the river. ANSYS was used in this study to simulate the hydro-responses of the floating structure at 6 different flow velocities. An experiment was carried out to validate the analysis. In this test, a scaled down floating structure model was subjected to running water at various flow velocities. The key parameters such as drag force, pressure, pressure gradient, and wall shear stress were plotted to show their variations to the change in velocity. Axial and shear stress distribution patterns and formation of vortex had also been observed. In general, both the drag force and maximum pressure increase quadratically with velocity. Formation of vortices is observed behind the wedge and each hull. These vortices become more apparent with the increase in velocity. Strips of large wall shear stress are observed at the wedge and on the first row hulls, where maximum von-Mises stress occurred at the wedge. These parts of the floating structure may require special attention in design. For practical convenience, a series of equations, in terms of various hydro responses useful for design purposes, has been determined as the main contribution of the study. 2017-01 Thesis http://eprints.utm.my/id/eprint/78639/ http://eprints.utm.my/id/eprint/78639/1/JibehGonolonMFKA2017.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:109781 masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
language English
topic TA Engineering (General)
Civil engineering (General)
spellingShingle TA Engineering (General)
Civil engineering (General)
Gonolon, Jibeh
Hydro-response of grid-like floating structure subjected to a mono-directional flow
description Harvesting hydrokinetic energy from flowing water in rivers requires construction of special structures. The obstacles that need to be considered in designing such structures include shape, size constraints and challenges imposed by the river such as unsteady velocity and pressure. The aim of the current study is to investigate the hydraulic response of the grid-like floating structure subjected to mono-directional flow at different velocities. The study also includes the hydroinduced stress distribution pattern to determine the critical areas of stress. The floating structure considered in this study is a combination of a wedge on the front, which is rigidly connected to a grid-like platform supporting 12 hulls at the back. The grid-like platform has been designed to accommodate a set of 8 turbines with 2.3m blade radius each to generate electricity from the river. ANSYS was used in this study to simulate the hydro-responses of the floating structure at 6 different flow velocities. An experiment was carried out to validate the analysis. In this test, a scaled down floating structure model was subjected to running water at various flow velocities. The key parameters such as drag force, pressure, pressure gradient, and wall shear stress were plotted to show their variations to the change in velocity. Axial and shear stress distribution patterns and formation of vortex had also been observed. In general, both the drag force and maximum pressure increase quadratically with velocity. Formation of vortices is observed behind the wedge and each hull. These vortices become more apparent with the increase in velocity. Strips of large wall shear stress are observed at the wedge and on the first row hulls, where maximum von-Mises stress occurred at the wedge. These parts of the floating structure may require special attention in design. For practical convenience, a series of equations, in terms of various hydro responses useful for design purposes, has been determined as the main contribution of the study.
format Thesis
qualification_level Master's degree
author Gonolon, Jibeh
author_facet Gonolon, Jibeh
author_sort Gonolon, Jibeh
title Hydro-response of grid-like floating structure subjected to a mono-directional flow
title_short Hydro-response of grid-like floating structure subjected to a mono-directional flow
title_full Hydro-response of grid-like floating structure subjected to a mono-directional flow
title_fullStr Hydro-response of grid-like floating structure subjected to a mono-directional flow
title_full_unstemmed Hydro-response of grid-like floating structure subjected to a mono-directional flow
title_sort hydro-response of grid-like floating structure subjected to a mono-directional flow
granting_institution Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department Faculty of Civil Engineering
publishDate 2017
url http://eprints.utm.my/id/eprint/78639/1/JibehGonolonMFKA2017.pdf
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