van der Zanden, J.van der A, D. A.Hurther, D.Cáceres, I.O'Donoghue, T.Ribberink, J. S.2018-04-222018-04-222017-07-01van der Zanden, J, van der A, D A, Hurther, D, Cáceres, I, O'Donoghue, T & Ribberink, J S 2017, 'Suspended sediment transport around a large-scale laboratory breaker bar', Coastal Engineering, vol. 125, pp. 51-69. https://doi.org/10.1016/j.coastaleng.2017.03.0070378-3839http://hdl.handle.net/2164/10351The authors wish to thank the staff of CIEMLAB (Joaquim Sospedra, Oscar Galego and Ricardo Torres) and Mick Poppe from the University of Twente for their contributions to the experiments. We are also grateful to fellow SINBAD researchers and to prof. Peter Thorne for their feedback on preliminary results and to two anonymous reviewers and prof. dr. Suzanne J.M.H. Hulscher for their feedback on the draft manuscript. The research presented in this paper is part of the SINBAD project, funded by STW (12058) and EPSRC (EP/J00507X/1, EP/J005541/1). We further acknowledge the European Community’s FP7 project Hydralab IV (contract no. 261520) for funding the accompanying SandT-Pro experiments and the ACVP development by CNRS-LEGI (D. Hurther, P.-A. Barraud, J.-M. Barnoud).192540330engbreaking wavessediment transportsuspended sedimentwave bottom boundary layersurf zonewave flume experimentTA Engineering (General). Civil engineering (General)Engineering and Physical Sciences Research Council (EPSRC)EP/J00507X/1EP/J005541/1European Commission261520TAJournal article10.1016/j.coastaleng.2017.03.007125