Show simple item record

dc.contributor.authorChowdhury, P
dc.contributor.authorFredericks, I-J
dc.contributor.authorAlvarez, JC
dc.contributor.authorClark, M
dc.contributor.authorJayaratne, R
dc.contributor.authorWijetunge, JJ
dc.contributor.authorRaby, A
dc.contributor.authorTaylor, P
dc.date.accessioned2024-05-02T11:17:28Z
dc.date.available2024-05-02T11:17:28Z
dc.date.issued2024-04-18
dc.identifier.issn1753-318X
dc.identifier.issn1753-318X
dc.identifier.urihttps://pearl.plymouth.ac.uk/handle/10026.1/22440
dc.description.abstract

This investigation explores the interactions of different shaped debris with an array of obstacles under subcritical flow conditions, representative of a flood associated with a storm surge or tsunami. Panels, blocks and cylinders were used in a flow channel, as analogues for house panels, cars/containers and trees respectively, whilst some tests used a mix of debris. The backwater effect due to the blockage caused by the obstacles was most (least) significant for panels (cylinders). There was some evidence that smaller key log types and higher flow rates led to smaller dams. It was also evident that key logs formed at different depths depending on debris shape; debris shape also determined the vertical shape of the dam. Capture efficiency had a broadly negative (positive) correlation with the Froude number (permeability). Also, from video footage there were examples of the debris moving more quickly through partial dams. Finally, the drag force, deduced from only the water depths and the flow discharge, showed a clear relationship between drag force and Froude number, and a dependency of drag force on debris shape. There are some implications for the layout of building footprints in the inundation zones and the use of large, break-away panels.

dc.languageen
dc.publisherWiley
dc.subjectcoastal defence
dc.subjectdebris flow
dc.subjectflood risk management plans
dc.titleMixed debris interaction with obstacle array under extreme flood conditions
dc.typejournal-article
dc.typeArticle
dc.typeEarly Access
plymouth.publisher-urlhttp://dx.doi.org/10.1111/jfr3.12987
plymouth.publication-statusPublished online
plymouth.journalJOURNAL OF FLOOD RISK MANAGEMENT
dc.identifier.doi10.1111/jfr3.12987
plymouth.organisational-group|Plymouth
plymouth.organisational-group|Plymouth|Faculty of Science and Engineering
plymouth.organisational-group|Plymouth|Faculty of Science and Engineering|School of Engineering, Computing and Mathematics
plymouth.organisational-group|Plymouth|REF 2021 Researchers by UoA
plymouth.organisational-group|Plymouth|Users by role
plymouth.organisational-group|Plymouth|Users by role|Current Academic staff
plymouth.organisational-group|Plymouth|REF 2021 Researchers by UoA|UoA12 Engineering
plymouth.organisational-group|Plymouth|Admin Group - REF
plymouth.organisational-group|Plymouth|Admin Group - REF|REF Admin Group - FoSE
plymouth.organisational-group|Plymouth|Users by role|Researchers in ResearchFish submission
plymouth.organisational-group|Plymouth|REF 2029 Researchers by UoA
plymouth.organisational-group|Plymouth|REF 2029 Researchers by UoA|UoA12 Engineering
dcterms.dateAccepted2024-03-05
dc.date.updated2024-05-02T11:17:28Z
dc.rights.embargodate2024-5-9
dc.identifier.eissn1753-318X
dc.rights.embargoperiod
rioxxterms.versionofrecord10.1111/jfr3.12987


Files in this item

Thumbnail
Thumbnail

This item appears in the following Collection(s)

Show simple item record


All items in PEARL are protected by copyright law.
Author manuscripts deposited to comply with open access mandates are made available in accordance with publisher policies. Please cite only the published version using the details provided on the item record or document. In the absence of an open licence (e.g. Creative Commons), permissions for further reuse of content should be sought from the publisher or author.
Theme by 
Atmire NV