TY - JOUR
T1 - Mixed debris interaction with obstacle array under extreme flood conditions
AU - Chowdhury, Piyali
AU - Fredericks, Indigo Jaie
AU - Alvarez, Jesus Castaño
AU - Clark, Matthew
AU - Jayaratne, Ravindra
AU - Wijetunge, J. J.
AU - Raby, Alison
AU - Taylor, Paul
N1 - Publisher Copyright:
© 2024 The Authors. Journal of Flood Risk Management published by Chartered Institution of Water and Environmental Management and John Wiley & Sons Ltd.
PY - 2024/9
Y1 - 2024/9
N2 - 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.
AB - 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.
KW - coastal defence
KW - debris flow
KW - flood risk management plans
UR - http://www.scopus.com/inward/record.url?scp=85190973575&partnerID=8YFLogxK
UR - https://pearl.plymouth.ac.uk/context/secam-research/article/2918/viewcontent/Chowdhury_et_al_2024_Mixed_debris_interaction_with_obstacle_array_under_extreme_flood_conditions.pdf
U2 - 10.1111/jfr3.12987
DO - 10.1111/jfr3.12987
M3 - Article
AN - SCOPUS:85190973575
SN - 1753-318X
VL - 17
JO - Journal of Flood Risk Management
JF - Journal of Flood Risk Management
IS - 3
M1 - e12987
ER -