A mathematical model for set down in harbours

Author:

Smallman J.V.,Cooper A.J.

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference16 articles.

1. On the numerical modelling of short waves in shallow water;Abbot;J. Hydraul. Res.,1978

2. Accuracy of short wave numerical models;Abbot;ASCE J. Hydraul. Res.,1984

3. Théorie générale des movements qui sont propagés un canal rectangulaire horizontal;Boussinesq;C.R. Acad. Sci.,1871

4. Harbour resonance due to set down beneath wave groups;Bowers;J. Fluid Mech.,1977

5. Long period disturbances due to wave groups;Bowers;Proc. 17th Int. Conf. Coastal Engineering,1980

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1. A reasoned overview on Boussinesq-type models: the interplay between physics, mathematics and numerics;Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences;2013-12-08

2. Field investigations on port non-tranquility caused by infra-gravity water waves;International Journal of Naval Architecture and Ocean Engineering;2010-03-30

3. Field investigations on port non-tranquility caused by infra-gravity water waves;International Journal of Naval Architecture and Ocean Engineering;2010-03

4. Implications of long waves in harbor management: The Gijón port case study;Ocean & Coastal Management;2008-01

5. Resonant response of harbours to short-wave groups;Proceedings of the Institution of Civil Engineers - Maritime Engineering;2004-12

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