Riprap protection of propeller-induced scour at quay structure

Multiple technological developments in maritime trade has resulted in larger ships with a stronger and more complicated propulsion system. The high velocity of the propeller jet has increased scouring action to the berth bed along quay structures, leading to the degradation of key port infrastructur...

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Main Author: Yeo, Zi Xin
Other Authors: Chiew Yee Meng
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2022
Subjects:
Online Access:https://hdl.handle.net/10356/163962
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1639622022-12-27T06:03:27Z Riprap protection of propeller-induced scour at quay structure Yeo, Zi Xin Chiew Yee Meng School of Civil and Environmental Engineering CYMCHIEW@ntu.edu.sg Engineering::Civil engineering Multiple technological developments in maritime trade has resulted in larger ships with a stronger and more complicated propulsion system. The high velocity of the propeller jet has increased scouring action to the berth bed along quay structures, leading to the degradation of key port infrastructure and subsequent port instability and failure. In response, PIANC, the World Association for Waterborne Transport Infrastructure, published their report Guidelines for Protecting Berthing Structures from Scour Caused by Ships, PIANC Report No. 180 to help engineers design proper scour protection. Two key methods for rock stability are listed in the report- German and Dutch. However, both are incomplete. This study aims to expand upon experiments done by Tan [1] and Ang [2] to determine the effectiveness of riprap protection against scour. A propeller jet was made to directly impinge upon a vertical wall to determine the critical efflux velocity when shear failure of the riprap occurs. Five different rock diameters, vertical wall clearance and horizontal wall clearances were used in this study. The results found confirmed previous relationships found by Tan [1] and Ang [2], where critical efflux velocity increases proportionately to horizontal and vertical wall clearances. Further, mean values of both German and Dutch methods combined were compared against results from this study and were found to be conservative at greater rock diameter. From the results, an empirical relationship between critical efflux velocity, propeller diameter, vertical and horizontal clearance, as well as rock diameter was represented in an equation. This proposed equation can aid with future design of riprap by identifying critical efflux velocity conditions. Bachelor of Engineering Science (Civil Engineering) 2022-12-27T06:03:27Z 2022-12-27T06:03:27Z 2023 Final Year Project (FYP) Yeo, Z. X. (2023). Riprap protection of propeller-induced scour at quay structure. Final Year Project (FYP), Nanyang Technological University, Singapore. https://hdl.handle.net/10356/163962 https://hdl.handle.net/10356/163962 en application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
spellingShingle Engineering::Civil engineering
Yeo, Zi Xin
Riprap protection of propeller-induced scour at quay structure
description Multiple technological developments in maritime trade has resulted in larger ships with a stronger and more complicated propulsion system. The high velocity of the propeller jet has increased scouring action to the berth bed along quay structures, leading to the degradation of key port infrastructure and subsequent port instability and failure. In response, PIANC, the World Association for Waterborne Transport Infrastructure, published their report Guidelines for Protecting Berthing Structures from Scour Caused by Ships, PIANC Report No. 180 to help engineers design proper scour protection. Two key methods for rock stability are listed in the report- German and Dutch. However, both are incomplete. This study aims to expand upon experiments done by Tan [1] and Ang [2] to determine the effectiveness of riprap protection against scour. A propeller jet was made to directly impinge upon a vertical wall to determine the critical efflux velocity when shear failure of the riprap occurs. Five different rock diameters, vertical wall clearance and horizontal wall clearances were used in this study. The results found confirmed previous relationships found by Tan [1] and Ang [2], where critical efflux velocity increases proportionately to horizontal and vertical wall clearances. Further, mean values of both German and Dutch methods combined were compared against results from this study and were found to be conservative at greater rock diameter. From the results, an empirical relationship between critical efflux velocity, propeller diameter, vertical and horizontal clearance, as well as rock diameter was represented in an equation. This proposed equation can aid with future design of riprap by identifying critical efflux velocity conditions.
author2 Chiew Yee Meng
author_facet Chiew Yee Meng
Yeo, Zi Xin
format Final Year Project
author Yeo, Zi Xin
author_sort Yeo, Zi Xin
title Riprap protection of propeller-induced scour at quay structure
title_short Riprap protection of propeller-induced scour at quay structure
title_full Riprap protection of propeller-induced scour at quay structure
title_fullStr Riprap protection of propeller-induced scour at quay structure
title_full_unstemmed Riprap protection of propeller-induced scour at quay structure
title_sort riprap protection of propeller-induced scour at quay structure
publisher Nanyang Technological University
publishDate 2022
url https://hdl.handle.net/10356/163962
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