van der A, Dominic A.Ribberink, Jan S.van der Werf, Jebbe J.O'Donoghue, ThomasBuijsrogge, René H.Kranenburg, Wouter M.2013-07-112013-07-112013-06van der A, D A, Ribberink, J S, van der Werf, J J, O'Donoghue, T, Buijsrogge, R H & Kranenburg, W M 2013, 'Practical sand transport formula for non-breaking waves and currents', Coastal Engineering, vol. 76, no. -, pp. 26-42. https://doi.org/10.1016/j.coastaleng.2013.01.0070378-3839RIS: urn:80D5903E1E69923E917B34BFE0E9FF8Bhttp://hdl.handle.net/2164/2870Open Access funded by Engineering and Physical Sciences Research Council Under a Creative Commons license Acknowledgements This work is part of the SANTOSS project (‘SANd Transport in OScillatory flows in the Sheet-flow regime’) funded by the UK's EPSRC (GR/T28089/01) and STW in The Netherlands (TCB.6586). JW acknowledges Deltares strategic research funding under project number 1202359.09. Richard Soulsby is gratefully acknowledged for valuable discussions and feedback on the formula during the SANTOSS project.17145338869138engSDG 14 - Life Below Watersediment transport formulasheet flowripplesbed shear stressphase lag effectsadvection effectsTA Engineering (General). Civil engineering (General)TAJournal article10.1016/j.coastaleng.2013.01.007http://www.sciencedirect.com/science/article/pii/S037838391300020376