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Volumn 52, Issue 8, 2005, Pages 709-725

Theoretical and experimental study on wave damping inside a rubble mound breakwater

Author keywords

Breakwater core; Rubble mound breakwater; Wave damping

Indexed keywords

DAMPING; POLYNOMIAL APPROXIMATION; PRESSURE DISTRIBUTION; ROCKS; WAVE EFFECTS;

EID: 22644437404     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2005.05.001     Document Type: Article
Times cited : (36)

References (33)
  • 1
    • 84988991207 scopus 로고
    • Equations de l'écoulement non lent en milieu perméable
    • F. Biesel Equations de l'éoulement non lent en milieu perméable Houille Blanche 2 1950 157
    • (1950) Houille Blanche , vol.2 , pp. 157
    • Biesel, F.1
  • 3
    • 0028976578 scopus 로고
    • On the one-dimensional steady and unsteady porous flow equations
    • H.F. Burcharth O.H. Andersen On the one-dimensional steady and unsteady porous flow equations Coastal Engineering vol. 24 1995 Elsevier Science Publishers B.V. Amsterdam 233-257
    • (1995) Coastal Engineering , vol.24 , pp. 233-257
    • Burcharth, H.F.1    Andersen, O.H.2
  • 8
    • 33044490902 scopus 로고
    • Re-analysis of permeability measurements using Forchheimer's equation
    • Delft Geotechnics, Report C0-272550/56
    • den Adel, H., 1987. Re-analysis of permeability measurements using Forchheimer's equation. Delft Geotechnics, Report C0-272550/56.
    • (1987)
    • den Adel, H.1
  • 9
    • 0007326355 scopus 로고
    • On the laminar and turbulent flow of groundwater through homogeneous sand
    • F.A. Engelund On the laminar and turbulent flow of groundwater through homogeneous sand Danish Academy of Technical Sciences, Transactions 3 4 1953 1
    • (1953) Danish Academy of Technical Sciences, Transactions , vol.3 , Issue.4 , pp. 1
    • Engelund, F.A.1
  • 10
    • 0002127397 scopus 로고
    • Fluid flow through packed columns
    • S. Ergun Fluid flow through packed columns Chemical Engineering Progress 48 1952 89-94
    • (1952) Chemical Engineering Progress , vol.48 , pp. 89-94
    • Ergun, S.1
  • 12
    • 0026302061 scopus 로고
    • Gravity waves over porous bottoms
    • Z. Gu H. Wang Gravity waves over porous bottoms Coastal Engineering vol. 15 1991 Elsevier Science Publishers B.V. Amsterdam 524-695
    • (1991) Coastal Engineering , vol.15 , pp. 524-695
    • Gu, Z.1    Wang, H.2
  • 13
    • 0025964670 scopus 로고
    • Trends in phreatic surface motion in rubble-mound breakwaters
    • K.R. Hall Trends in phreatic surface motion in rubble-mound breakwaters Journal of Waterway, Port, Coastal, and Ocean Engineering vol. 117, No. 2 1991 ASCE New York 179-187
    • (1991) Journal of Waterway, Port, Coastal, and Ocean Engineering , vol.117 , Issue.2 , pp. 179-187
    • Hall, K.R.1
  • 17
    • 33044507598 scopus 로고
    • Hydraulic criteria for filters
    • Delft Geotechnics, Unnumbered Report; Estuary Filters
    • M.A. Koenders Hydraulic criteria for filters Delft Geotechnics, Unnumbered Report; Estuary Filters 1985
    • (1985)
    • Koenders, M.A.1
  • 18
    • 0000471806 scopus 로고
    • Ueber kapillare Leitung des Wassers im Boden
    • J. Kozeny Ueber kapillare Leitung des Wassers im Boden Sitzungs-Berichte der Wiener Akademie der Wissenschaft Rep. vol. 11a 1927 Wien 271-306
    • (1927) Rep. , vol.11 a , pp. 271-306
    • Kozeny, J.1
  • 20
    • 33044498597 scopus 로고    scopus 로고
    • Wellenbewegung an und in einem geschuetteten Wellenbrecher - Laborexperimente im Grossmassstab und theoretische Untersuchungen
    • Ph.D. Thesis; Techn. University Braunschweig; Dept. of Civil Engineering; Germany
    • Muttray, M. (2000): Wellenbewegung an und in einem geschuetteten Wellenbrecher - Laborexperimente im Grossmassstab und theoretische Untersuchungen. Ph.D. Thesis; Techn. University Braunschweig; Dept. of Civil Engineering; p. 282. Germany.
    • (2000) , pp. 282
    • Muttray, M.1
  • 27
    • 11244348475 scopus 로고    scopus 로고
    • Experimental study and numerical modelling of pore pressure attenuation inside a rubble mound breakwater
    • P. Troch Experimental study and numerical modelling of pore pressure attenuation inside a rubble mound breakwater PIANC Bulletin 108 2001 5-27
    • (2001) PIANC Bulletin , vol.108 , pp. 5-27
    • Troch, P.1
  • 29
    • 0032194311 scopus 로고    scopus 로고
    • Instrumentation and prototype measurements at the Zeebrugge rubble mound breakwater
    • P. Troch J. de Rouck L. van Damme Instrumentation and prototype measurements at the Zeebrugge rubble mound breakwater Coastal Engineering vol. 35, No. 1/2 1998 Elsevier Science Publishers B.V. Amsterdam 141-166
    • (1998) Coastal Engineering , vol.35 , Issue.1-2 , pp. 141-166
    • Troch, P.1    de Rouck, J.2    van Damme, L.3
  • 31
    • 5344261269 scopus 로고
    • Formulae to describe porous flow. Communications on Hydraulic and Geotechnical Engineering
    • Report No. 92-2. Delft University of Technology, Delft
    • van Gent, M.R.A., 1992a. Formulae to describe porous flow. Communications on Hydraulic and Geotechnical Engineering, Report No. 92-2. Delft University of Technology, Delft.
    • (1992)
    • van Gent, M.R.A.1
  • 32
    • 0027069871 scopus 로고
    • Numerical model for wave action on and in coastal structures
    • Report No. 92-6. Delft University of Technology, Delft
    • van Gent, M.R.A., 1992b. Numerical model for wave action on and in coastal structures. Communications on Hydraulic and Geotechnical Engineering, Report No. 92-6. Delft University of Technology, Delft.
    • (1992) Communications on Hydraulic and Geotechnical Engineering
    • van Gent, M.R.A.1
  • 33
    • 22644436259 scopus 로고
    • Stationary And Oscillatory Flow Through Coarse Porous Media
    • Report No. 93-9. Delft University of Technology, Delft
    • van Gent, M.R.A., 1993. Stationary And Oscillatory Flow Through Coarse Porous Media. Communications on Hydraulic and Geotechnical Engineering, Report No. 93-9. Delft University of Technology, Delft.
    • (1993) Communications on Hydraulic and Geotechnical Engineering
    • van Gent, M.R.A.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.