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Prototype monitoring of wave loads on concrete structure in intertidal zone, <b><i>in</i></b>: Veloso Gomes, F. <i>et al.</i> (Ed.) <i>Proceedings of the First International Conference on the Application of Physical Modelling to Port and Coastal Protection COASTLAB06.</i> pp. 117-125","BEntID":114205,"PublicFlag":1,"CheckedFlag":0,"wosflag":null,"vabbflag":null,"RefStringPartII":", <b><i>in</i></b>: Veloso Gomes, F. <i>et al.</i> <i>Proceedings of the First International Conference on the Application of Physical Modelling to Port and Coastal Protection COASTLAB06.</i> pp. 117-125","DocTypID":17,"DocType":"Book chapters","MarineFlag":0,"FreshFlag":0,"BrackishFlag":0,"TerrestrialFlag":0,"Authorstring":"Verhaeghe, H.; Cherlet, J.; Boone, C.; Troch, P.A.; De Rouck, J.; Awouters, M.; Ockier, M.; Devos, G.","OrigTitleTranslFlag":0,"Authorstringtrunc":"Verhaeghe, H. <i>et al.</i>","Englishabstract":"End 2003 a complete monitoring installation was deployed on the Pier of Blankenberge, allowing measuringincident waves and the corresponding wave load on the concrete structure. Wave loads on the structure were measured with pressure sensors at 2 kHz. in order to catch the short, sharp pressure peaks. The highest wave impacts measured up till now are ~ 5 bar. An intelligent system for off-line processing of the raw data was developed to reduce the data storage volume. 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