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1-6 of 6
Keywords: INTERACTION
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Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1999) 136 (2): 93–104.
Published: 01 June 1999
... SPECTRA OBLIQUE RESEARCH SURFACE ELEVATION WATER PARTICLES VELOCITY SPEED BEDS SHEAR STRESS EXPERIMENTS STEEP NON LINEAR INCIDENT BEHAVIOUR LINEAR ESTIMATES MARITIME MARITIME ENGINEERING HYDRAULICS HYDRODYNAMICS INTERACTION SHORT CRESTED THREE DIMENSIONAL REFLECTIVE ACOUSTICS...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1996) 118 (2): 88–102.
Published: 01 June 1996
... INTERACTION CONFIGURATION SEABED DISPLACEMENT SEA MODELS MODELLING STUDIES PARAMETRIC EKOFISK NORTH SEA + + Legend:. Installed structure 7 - 7 Intended structure 1994 borehole test position Q 1994 cone peneiratlon test positlon @ 1989 borehole test posltion 1976 borehole test posltion B 1975...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1994) 106 (4): 359–362.
Published: 01 December 1994
...J W VAN DER MEER; J W V MEER; NAVIER STOKES Breakwaters and coast defences Numerical modellingof wave-structure interaction J. W.van der Meer, PhD Proc. Instn Civ. Engrs Wat. Marit. &Energy, 1994, 106, Dec.359-362 Maritime Board Maritime Panel Technical Note634 Various numerical models that try...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1994) 106 (4): 363–366.
Published: 01 December 1994
... with the dynamic sidered for the design of vertical structures, nature of the wave loadings and with the highly neglecting the effect of shock pressures induced transient geohydraulic phenomena involvedin by waves breaking directly at the structurIen. the water-soil-structure interaction. This indi- this case,Goda...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1993) 101 (1): 45–54.
Published: 01 March 1993
... is isneta given reach Sooky' attempted to relate energyloss to ob- by upstream conditions, the depth is a response served internal flow structures associated with to local flow resistance or rate of energy loss, interaction between channel and floodplain unless the reach lies within the surface profile...
Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1992) 96 (4): 247–257.
Published: 01 December 1992
...P ACKERS © Thomas Telford and ICE 1992 COOPERS HILL SOCIETY HYDRAULICS DESIGN TWO STAGE CHANNELS RESEARCH METHODS FLOW FUNCTIONS EQUATIONS RIVERS GAUGING FLOODS FLOOD PLAINS INTERACTION DISCHARGES Hydraulic desigonf two-stage P.Ackers, MSc(Eng),FCGI, FICE...
