Affiliation:
1. Faculty of Science and Engineering University of Plymouth Plymouth UK
2. Department of Engineering & Construction University of East London London UK
3. Department of Civil Engineering University of Peradeniya Peradeniya Sri Lanka
4. Faculty of Engineering and Mathematical Sciences The University of Western Australia Perth Western Australia Australia
Abstract
AbstractThis 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.
Funder
Natural Environment Research Council