1 Laboratory investigation of the Bruun Rule and beach response to sea level rise 2 Alexander L. Atkinson1*, Tom. E. Baldock1, Florent Birrien1, David P. Callaghan1, Peter 3 Nielsen1, Tomas Beuzen2, Ian L. Turner2, Chris E. Blenkinsopp3, Roshanka Ranasinghe1,4,5,6. 4 1 School of Civil Engineering, University of Queensland, St Lucia, QLD, 4072, Australia. 5 2 Water Research Laboratory, School of Civil and Environmental Engineering, UNSW Sydney, NSW 2052, Australia. 6 3 Water, Environment and Infrastructure Resilience Research Unit, Department of Architecture and Civil Engineering, 7 University of Bath, Bath BA2 7AY, UK. 8 4 Department of Water Science and Engineering, UNESCO-IHE, PO Box 3015, 2610 DA Delft, The Netherlands. 9
[email protected] (Ph: +31 646 843 096) 10 5 Water Engineering and Management, Faculty of Engineering Technology, University of Twente, PO Box 217, 7500 AE 11 Enschede, The Netherlands 12 6 Harbour, Coastal and Offshore Engineering, Deltares, PO Box 177, 2600 MH Delft, The Netherlands. 13 14 Abstract 15 Beach response to sea level rise is investigated experimentally with monochromatic and random 16 waves in medium scale laboratory wave flumes. Beach profile development from initially planar 17 profiles, and a 2/3 power law profile, exposed to wave conditions that formed barred or bermed profiles 18 and subsequent profile development following rises in water level and the same wave conditions are 19 presented. Experiments assess profile response to a step-change in water level as well as the influence 20 of sediment deposition above the still water level (e.g. overwash). A continuity based profile translation 21 model (PTM) is applied to both idealised and measured shoreface profiles, and is used to predict 22 overwash and deposition volumes above the shoreline.