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Volumn 7, Issue 6, 2007, Pages 469-479

Design parameters for coastal dikes - Case study: Meldorf Bight on the German North Sea

Author keywords

Coastal dikes; Design water level; Wave modelling; Wave run up; Wave transformation

Indexed keywords

COASTAL ENGINEERING; LEVEES; MATHEMATICAL MODELS; RELIABILITY; WATER LEVELS; WATER WAVES;

EID: 36749072154     PISSN: 15677419     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10652-007-9040-9     Document Type: Conference Paper
Times cited : (2)

References (14)
  • 2
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    • Forecasting relations for wave generation
    • Bretschneider CL (1970) Forecasting relations for wave generation. Look Lab/Hawaii 1(3) pp. 31-44
    • (1970) Look Lab/Hawaii , vol.1 , Issue.3 , pp. 31-44
    • Bretschneider, C.L.1
  • 6
    • 0001598859 scopus 로고
    • Design of seawalls and breakwaters
    • Hunt IA (1959). Design of seawalls and breakwaters. J Waterways Harbors Div 85(WW3):123-152
    • (1959) J Waterways Harbors Div , vol.85 , Issue.WW3 , pp. 123-152
    • Hunt, I.A.1
  • 7
    • 36749104026 scopus 로고    scopus 로고
    • Flooding risk in coastal areas - An inventory of risks, safety levels and probabilistic techniques in five countries bordering the North Sea
    • Road and Hydraulic Engineering Institute, The Netherlands
    • Jorissen R, Litjens Van Loon J and Mendez Lorenzo A (2000). Flooding risk in coastal areas - an inventory of risks, safety levels and probabilistic techniques in five countries bordering the North Sea. Road and Hydraulic Engineering Institute, The Netherlands
    • (2000)
    • Jorissen, R.1    Litjens Van Loon, J.2    Mendez Lorenzo, A.3
  • 8
    • 36749008840 scopus 로고    scopus 로고
    • Determination of design parameters for coastal dikes. Case study: Meldorf Bight on the German North Sea
    • In: Jorge Matos, Hubert Chanson (eds) Montemor-o-Novo, Report CH61/06, Div. of Civil Engineering, The University of Queensland, Brisbane, Australia, Dec., (ISBN 1864998687)
    • Loffredo L, Schulz D, Wilkens J (2006) Determination of design parameters for coastal dikes. Case study: Meldorf Bight on the German North Sea. In: Jorge Matos, Hubert Chanson (eds) Proceedings of the international junior researcher and engineer workshop on hydraulic structures (IJREWHS'06), Montemor-o-Novo, Report CH61/06, Div. of Civil Engineering, The University of Queensland, Brisbane, Australia, Dec., pp 105-114 (ISBN 1864998687)
    • (2006) Proceedings of the International Junior Researcher and Engineer Workshop on Hydraulic Structures (IJREWHS'06) , pp. 105-114
    • Loffredo, L.1    Schulz, D.2    Wilkens, J.3
  • 13
    • 0006260830 scopus 로고    scopus 로고
    • Wave run-up and wave overtopping at dikes
    • Technical Report TAW, Technical Advisory Committee on Flood Defence, The Netherlands
    • Van Der Meer JW (2002) Wave run-up and wave overtopping at dikes. Technical Report TAW, Technical Advisory Committee on Flood Defence, The Netherlands
    • (2002)
    • Van Der Meer, J.W.1
  • 14
    • 33747889828 scopus 로고    scopus 로고
    • Modelling of waves in a tidal flat area in the south-eastern German Bight
    • Wilkens J, Junge I, Hoyme H (2005) Modelling of waves in a tidal flat area in the south-eastern German Bight. Die Küste, vol 69, pp. 175-201
    • (2005) Die Küste , vol.69 , pp. 175-201
    • Wilkens, J.1    Junge, I.2    Hoyme, H.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.