On bar growth and decay during interannual net offshore migration

Coastal Engineering

Volumn 60, Issue 1, 2012, Pages 190-200

  Walstra, D J R ^a,b   Reniers, A J H M ^c   Ranasinghe, R ^a,d   Roelvink, J A ^b,d   Ruessink, B G ^e  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b DELTARES   (Netherlands)

^c UNIVERSITY OF MIAMI   (United States)

^d UNESCO IHE INSTITUTE FOR WATER EDUCATION   (Netherlands)

^e UTRECHT UNIVERSITY   (Netherlands)

Author keywords

Bar decay; Bar growth; Cyclic bar behavior; Process based modeling; Sand bars; Unibest TC

Indexed keywords

AMPLITUDE RESPONSE; BAR DECAY; BAR SYSTEMS; CROSS-SHORE TRANSPORT; CYCLIC BAR BEHAVIOR; DOMINANT MECHANISM; HINDCASTS; INTERANNUAL; LONGSHORE CURRENTS; NETHERLANDS; PROCESS MODEL; PROCESS-BASED MODELING; RETURN PERIODS; SEDIMENT CONCENTRATION; SURF ZONES; TIME INVARIANTS; TROUGH REGION; UNIBEST-TC; WATER DEPTH; WAVE DIRECTION; WAVE HEIGHTS; WAVE INCIDENCE; WAVE PERIOD; WAVEBREAKING;

ANOXIC SEDIMENTS; DECAY (ORGANIC); SEDIMENT TRANSPORT; SEDIMENTOLOGY;

COASTAL ENGINEERING;

AMPLITUDE; COASTAL EVOLUTION; LONGSHORE CURRENT; MODELING; OFFSHORE APPLICATION; SANDBAR; SEDIMENT TRANSPORT; WAVE BREAKING; WAVE HEIGHT;

NETHERLANDS; NOORDWIJK AAN ZEE; SOUTH HOLLAND;

EID: 84855206161     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2011.10.002     Document Type: Article

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