Analysis of abutment scour

Scouring is a major cause of failure of bridge foundations. It is important to determine the maximum depth of scour to estimate depth of burial of bridge footings to ensure structural safety. Five sets of long duration scouring experiments of up to 170.8 hours long were conducted to verify an eq...

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Main Author: Chua, Catherine Hui Min.
Other Authors: Lim Siow Yong
Format: Final Year Project
Language:English
Published: 2013
Subjects:
Online Access:http://hdl.handle.net/10356/52670
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-526702023-03-03T17:21:19Z Analysis of abutment scour Chua, Catherine Hui Min. Lim Siow Yong School of Civil and Environmental Engineering DRNTU::Engineering::Environmental engineering Scouring is a major cause of failure of bridge foundations. It is important to determine the maximum depth of scour to estimate depth of burial of bridge footings to ensure structural safety. Five sets of long duration scouring experiments of up to 170.8 hours long were conducted to verify an equilibrium time prediction equation that was proposed by Nugroho (2006). The clear water scouring experiments were performed in a compound channel 19 m long, 1.6 m wide with a 1 m wide floodplain. The results were inconclusive. The accuracy of the prediction equation was off by more than 30% for four out of five sets of experiments. More data may be required to produce a more generalized equilibrium time prediction equation Bachelor of Engineering 2013-05-22T02:53:14Z 2013-05-22T02:53:14Z 2013 2013 Final Year Project (FYP) http://hdl.handle.net/10356/52670 en Nanyang Technological University 60 p. application/pdf
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic DRNTU::Engineering::Environmental engineering
spellingShingle DRNTU::Engineering::Environmental engineering
Chua, Catherine Hui Min.
Analysis of abutment scour
description Scouring is a major cause of failure of bridge foundations. It is important to determine the maximum depth of scour to estimate depth of burial of bridge footings to ensure structural safety. Five sets of long duration scouring experiments of up to 170.8 hours long were conducted to verify an equilibrium time prediction equation that was proposed by Nugroho (2006). The clear water scouring experiments were performed in a compound channel 19 m long, 1.6 m wide with a 1 m wide floodplain. The results were inconclusive. The accuracy of the prediction equation was off by more than 30% for four out of five sets of experiments. More data may be required to produce a more generalized equilibrium time prediction equation
author2 Lim Siow Yong
author_facet Lim Siow Yong
Chua, Catherine Hui Min.
format Final Year Project
author Chua, Catherine Hui Min.
author_sort Chua, Catherine Hui Min.
title Analysis of abutment scour
title_short Analysis of abutment scour
title_full Analysis of abutment scour
title_fullStr Analysis of abutment scour
title_full_unstemmed Analysis of abutment scour
title_sort analysis of abutment scour
publishDate 2013
url http://hdl.handle.net/10356/52670
_version_ 1759853235868270592