Introduction of a new friction routine into the SWAN model that evaluates roughness due to bedform and sediment size changes

Coastal Engineering

Volumn 58, Issue 4, 2011, Pages 317-326

  Smith, Grant Alexander ^a   Babanin, Alexander V ^a   Riedel, Peter ^b   Young, I R ^a   Oliver, Stephen ^c   Hubbert, Graeme ^c  

^a SWINBURNE UNIVERSITY OF TECHNOLOGY   (Australia)

^b Coastal Engineering Solutions ^*  (Australia)

^c Global Environmental Modelling Systems   (Australia)

Author keywords

Bottom friction; Finite depth waves; Lake George; Lakes Entrance; Ripples; Roughness

Indexed keywords

AUSTRALIA; BED FORMS; BOTTOM FRICTION; FINITE DEPTH; FORMATION PROCESS; GRAIN SIZE; INTERACTION FUNCTIONS; MODEL PREDICTION; RIPPLES; ROUGHNESS; SEABED INTERACTION; SEDIMENT SIZE; SWAN MODEL; WAVE ENERGY; WAVE HEIGHTS; WAVE MODELS; WAVE PERIOD;

ANOXIC SEDIMENTS; FRICTION; SEDIMENTOLOGY; TRIBOLOGY; VEHICULAR TUNNELS; WAVE ENERGY CONVERSION;

LAKES;

BED ROUGHNESS; BEDFORM; BOTTOM FRICTION; GRAIN SIZE; NUMERICAL MODEL; RIPPLE; SEAFLOOR; WAVE ENERGY; WAVE HEIGHT;

AUSTRALIA; LAKE GEORGE [NEW SOUTH WALES]; NEW SOUTH WALES;

EID: 79951517060     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2010.11.006     Document Type: Article

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