The effects of a bypass dunefield on the stability of a headland bay beach: A case study

Coastal Engineering

Volumn 57, Issue 2, 2010, Pages 152-159

  Boeyinga, J ^a   Dusseljee, D W ^a   Pool, A D ^a   Schoutens, P ^a   Verduin, F ^a   van Zwicht, B N M ^a   Klein, A H F ^b  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

^b UNIVERSIDADE DO VALE DO ITAJAÍ   (Brazil)

Author keywords

Bypass dunefield; MEPBAY; Parabolic bay shape equation; Structural controlled beach; SWAN; UNIBEST

Indexed keywords

BYPASS DUNEFIELD; COASTAL DUNE; DUNEFIELDS; EASTERN SIDE; NUMERICAL MODELS; SEDIMENT INFLUX; SHAPE EQUATION; STATIC EQUILIBRIUM; STUDY AREAS; WESTERN SIDE;

BANKS (BODIES OF WATER); RESEARCH; SEDIMENTOLOGY; SOFTWARE PACKAGES;

BEACHES;

BEACH; COASTAL EVOLUTION; COASTAL MORPHOLOGY; DUNE FIELD; MODELING; MORPHODYNAMICS; NUMERICAL MODEL; SEDIMENT TRANSPORT;

BRAZIL; SANTA CATARINA; SANTA CATARINA ISLAND;

EID: 72749125563     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2009.10.002     Document Type: Article

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