Mixed debris interaction with obstacle array under extreme flood conditions
dc.contributor.author | Chowdhury, P | |
dc.contributor.author | Fredericks, I-J | |
dc.contributor.author | Alvarez, JC | |
dc.contributor.author | Clark, M | |
dc.contributor.author | Jayaratne, R | |
dc.contributor.author | Wijetunge, JJ | |
dc.contributor.author | Raby, A | |
dc.contributor.author | Taylor, P | |
dc.date.accessioned | 2024-05-02T11:17:28Z | |
dc.date.available | 2024-05-02T11:17:28Z | |
dc.date.issued | 2024-04-18 | |
dc.identifier.issn | 1753-318X | |
dc.identifier.issn | 1753-318X | |
dc.identifier.uri | https://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.language | en | |
dc.publisher | Wiley | |
dc.subject | coastal defence | |
dc.subject | debris flow | |
dc.subject | flood risk management plans | |
dc.title | Mixed debris interaction with obstacle array under extreme flood conditions | |
dc.type | journal-article | |
dc.type | Article | |
dc.type | Early Access | |
plymouth.publisher-url | http://dx.doi.org/10.1111/jfr3.12987 | |
plymouth.publication-status | Published online | |
plymouth.journal | JOURNAL OF FLOOD RISK MANAGEMENT | |
dc.identifier.doi | 10.1111/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.dateAccepted | 2024-03-05 | |
dc.date.updated | 2024-05-02T11:17:28Z | |
dc.rights.embargodate | 2024-5-9 | |
dc.identifier.eissn | 1753-318X | |
dc.rights.embargoperiod | ||
rioxxterms.versionofrecord | 10.1111/jfr3.12987 |