Non-Newtonian Turbulent Tsunami Mudflow Impact on a Vertical Structure: An Experimental Approach

Tsunami in the form of bores or surges at the coastal region often transport massive amount of sediments in the water body. The presence of sediments in water even at 5% volumetric concentration is known to induce non-Newtonian behavior specifically conforming to the Herschel-Bulkley model. In respo...

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Main Author: PHILIP, AARON KEITH
Format: Thesis
Language: English
Institution: Universiti Teknologi Petronas
Record Id / ISBN-0: utp-utpedia.20038 /
Published: 2019
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access: http://utpedia.utp.edu.my/20038/1/MSc%20Thesis%20G03185.pdf
http://utpedia.utp.edu.my/20038/
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id utp-utpedia.20038
recordtype eprints
spelling utp-utpedia.200382019-12-06T10:52:03Z http://utpedia.utp.edu.my/20038/ Non-Newtonian Turbulent Tsunami Mudflow Impact on a Vertical Structure: An Experimental Approach PHILIP, AARON KEITH TA Engineering (General). Civil engineering (General) Tsunami in the form of bores or surges at the coastal region often transport massive amount of sediments in the water body. The presence of sediments in water even at 5% volumetric concentration is known to induce non-Newtonian behavior specifically conforming to the Herschel-Bulkley model. In response to the limited design guidelines for the design of tsunami resistant structures, the US Federal Emergency Management Agency (FEMA) introduces the FEMA P-646 guideline 2019-03 Thesis NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/20038/1/MSc%20Thesis%20G03185.pdf PHILIP, AARON KEITH (2019) Non-Newtonian Turbulent Tsunami Mudflow Impact on a Vertical Structure: An Experimental Approach. Masters thesis, Universiti Teknologi PETRONAS.
institution Universiti Teknologi Petronas
collection UTPedia
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
PHILIP, AARON KEITH
Non-Newtonian Turbulent Tsunami Mudflow Impact on a Vertical Structure: An Experimental Approach
description Tsunami in the form of bores or surges at the coastal region often transport massive amount of sediments in the water body. The presence of sediments in water even at 5% volumetric concentration is known to induce non-Newtonian behavior specifically conforming to the Herschel-Bulkley model. In response to the limited design guidelines for the design of tsunami resistant structures, the US Federal Emergency Management Agency (FEMA) introduces the FEMA P-646 guideline
format Thesis
author PHILIP, AARON KEITH
author_sort PHILIP, AARON KEITH
title Non-Newtonian Turbulent Tsunami Mudflow Impact on a Vertical Structure: An Experimental Approach
title_short Non-Newtonian Turbulent Tsunami Mudflow Impact on a Vertical Structure: An Experimental Approach
title_full Non-Newtonian Turbulent Tsunami Mudflow Impact on a Vertical Structure: An Experimental Approach
title_fullStr Non-Newtonian Turbulent Tsunami Mudflow Impact on a Vertical Structure: An Experimental Approach
title_full_unstemmed Non-Newtonian Turbulent Tsunami Mudflow Impact on a Vertical Structure: An Experimental Approach
title_sort non-newtonian turbulent tsunami mudflow impact on a vertical structure: an experimental approach
publishDate 2019
url http://utpedia.utp.edu.my/20038/1/MSc%20Thesis%20G03185.pdf
http://utpedia.utp.edu.my/20038/
_version_ 1741195569437605888
score 11.62408

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