Part C | 30
682 Part C Coastal Design
Design Tools for Vertical Breakwaters (CRC, Boca Raton 2001)
30.6
PIANC: Analysis of Rubble Mound Breakwaters, Report of Working Group No. 12 (PIANC, Brussels
1992)
30.7
PIANC: State-of-the-Art of Designing and Constructing Berm Breakwaters, Report of Working
Group 40, Supplement to Bulletin No. 78179 (Maritime Navigation Commission, Brussels 2003)
30.8
S. Coles: An Introduction to Statistical Modeling
of Extreme Values, Springer Series in Statistics
(Springer, London 2001)
30.9
N.W. Scheffner, L.E. Borgman, J.E. Clasusner,
B.L. Edge, P.J. Grace, A. Militello, R.A. Wise: Users
Guide to the Use and Application of the Empirical Simulation Technique, Techn. Rep. CHL-97-00
(US Army Engineer Waterways Experiment Station,
Vicksburg 1997)
30.10 N.W. Scheffner, J.E. Clausner, A. Militello,
L.E. Borgman, B.L. Edge, P.E. Grace: Use and
Application of the Empirical Simulation Technique:
Users Guide, Techn. Rep. CHL-99-21 (US Army
Engineer Waterways Experiment Station, Vicksburg
1999)
30.11 Norfolk District Office, U.S. Army Corps of Engineers:
General Design Memorandum, Virginia Beach Hurricane Protection Project (1988)
30.12 G.R. Toro, D.T. Resio, D. Divoky, A.W. Niedoroda,
C. Reed: Efficient joint probability methods for hurricane surge frequency analysis, Ocean Eng. 37,
125–134 (2010)
30.13 P.J. Vickery, P.F. Skerjl, L.A. Twisdale: Simulation
of Hurricane risk in the U.S. using empirical track
model, J. Struct. Eng. 126, 1222–1237 (2000)
30.14 S. Agbley, D.R. Basco: An evaluation of storm surge
frequency of occurrence estimators, Proc. Solut.
Coast. Disasters 2008 (ASCE, Reston 2008) pp. 185–
197
30.15 D.T. Resio: White Paper on Hurricane Surge Frequency Analysis (Corps of Engineers, Vicksburg
2007), unpublished manuscript
30.16 R.G. Dean, T.L. Walton: Wave setup. In: Handbook
of Coastal and Ocean Engineering, ed. by Y.C. Kim
(World Scientific, Singapore 2010)
30.17 J.W. Kamphuis: Introduction to Coastal Engineering and Management, 2nd edn. (World Scientific,
Singapore 2010)
30.18 M.T. Schultz, B.P. Gouldby, J.D. Simm, J.L. Wibowo:
Beyond the Factor of Safety: Developing Fragility
Curves to Characterize System Reliability, ERDC-SR10-1 (US Army Corps of Engineers, Vicksburg 2010)
30.19 M.T. Schultz, S.K. McKay, L.Z. Hales: The Quantification and Evolution of Resilience in Integrated
Coastal Systems, ERDC-TR-11-XX (US Army Corps of
Engineers, Vicksburg 2012), draft
30.20 W. Birkemier: Definition of a Coastal Storm at the
Corps of Engineers (Field Research Facility, Duck
2010), personal communication
30.21 D.R. Basco, N. Mahmoudpour: The modified coastal
storm impulse (COSI) parameter and quantification
of fragility curves for coastal design, Proc. Coast.
Eng., Vol. 1 (ASCE, Reston 2012)
30.22 K.W. Pilarczyk (Ed.): Coastal Protection (Balkema,
Rotterdam 1990)
30.23 J.A. Battjes: Surf similarity, Proc. 14th Int. Coast.
Eng. Conf., Vol. 1 (ASCE, Reston 1974) pp. 466–479
30.24 A. Hunt: Design of seawalls and breakwaters, J. Waterw. Harb. 85(3), 123–152 (1959)
30.25 J.P. de Waal, J.W. van der Meer: Wave run-up
and overtopping on coastal structures, Proc. 23rd
Int. Coast. Eng. Conf., Vol. 2 (ASCE, Reston 1992)
pp. 1758–1771
30.26 J.W. van der Meer: Rock Slopes and Gravel Beaches
Under Wave Attack, Ph.D. Dissertation Ser. (Delft
University of Technology, The Netherlands 1988),
also Delft Hydraulics Publication No. 396
30.27 J.A. Melby: Wave Runup Prediction for Flood Hazard
Assessment, ERDC/CHL TR-12-24 (Corps of Engineers,
Vicksburg 2012)
30.28 FEMA: Atlantic Ocean and Gulf of Mexico Coastal
Guidelines: Guidelines and Specifications for Flood
Hazard Mapping Partners (Dept of Homeland Security, Washington 2007)
30.29 M.W. Owen: Design of Seawalls Allowing for Wave
Overtopping, Rep. No. 924 (Hydraulics Research
Station, Wallingford 1980)
30.30 M.W. Owen: The hydraulic design of seawall profiles, Proc. Coast. Prot. Conf. (Thomas Telford Publishing, London 1982) pp. 185–192
30.31 J. Pedersen: Experimental Study of Wave Forces and
Wave Overtopping on Breakwater Crown Walls, Paper 12 (Department of Civil Engineering, Aalborg
University, Aalborg 1996)
30.32 J.W. van der Meer, W. Janssen: Wave run-up and
wave overtopping at dikes. In: Wave Forces on Inclined and Vertical Wall Structures, ed. by ASCE
(ASCE, Reston 1995) pp. 1–27
30.33 HR Wallingford Ltd.: Waves Overtopping, Online Calculation Tool, http://www.overtoppingmanual.com/calculation_tool.html
30.34 Y. Goda: New wave pressure formulae for composite
breakwaters, Proc. 14th Int. Coast. Eng. Conf., Vol.
3 (ASCE, Reston 1974) pp. 1702–1720
30.35 K. Tanimoto, K. Moto, S. Ishizuka, Y. Goda: An
investigation on design wave force formulae of
composite-type breakwaters, Proc. 23rd Jpn. Conf.
Coast. Eng. (1976) pp. 11–16, in Japanese
30.36 J.W. van der Meer, K. de Angremond, J. Juhl: Probabilistic calculation of wave forces on vertical structures, Proc. 24th Int. Coast. Eng. Conf., Vol. 2 (ASCE,
Reston 1994) pp. 1754–1769
30.37 J.A. Battjes: Effects of short-crestedness on wave
loads on long structures, J. Appl. Ocean Res. 4(3),
165–172 (1982)
30.38 S. Takahashi, K. Tanimoto, K. Shimosako: A proposal of impulsive pressure coefficient for design
of composite breakwaters, Proc. Int. Conf. HydroTechn. Eng. Port Harb. Constr. (1994) pp. 489–504
30.39 US Army, Corps of Engineers, Coastal Engineering Research Center (US): Shore Protection Manual
(Dept. of the Army, Waterways Experiment Station,
Washington 1984)
30.40 A. Kortenhaus, H. Oumeraci: Classification of wave
loading on monolithic coastal structures, Proc. 26th
682 Part C Coastal Design
Design Tools for Vertical Breakwaters (CRC, Boca Raton 2001)
30.6
PIANC: Analysis of Rubble Mound Breakwaters, Report of Working Group No. 12 (PIANC, Brussels
1992)
30.7
PIANC: State-of-the-Art of Designing and Constructing Berm Breakwaters, Report of Working
Group 40, Supplement to Bulletin No. 78179 (Maritime Navigation Commission, Brussels 2003)
30.8
S. Coles: An Introduction to Statistical Modeling
of Extreme Values, Springer Series in Statistics
(Springer, London 2001)
30.9
N.W. Scheffner, L.E. Borgman, J.E. Clasusner,
B.L. Edge, P.J. Grace, A. Militello, R.A. Wise: Users
Guide to the Use and Application of the Empirical Simulation Technique, Techn. Rep. CHL-97-00
(US Army Engineer Waterways Experiment Station,
Vicksburg 1997)
30.10 N.W. Scheffner, J.E. Clausner, A. Militello,
L.E. Borgman, B.L. Edge, P.E. Grace: Use and
Application of the Empirical Simulation Technique:
Users Guide, Techn. Rep. CHL-99-21 (US Army
Engineer Waterways Experiment Station, Vicksburg
1999)
30.11 Norfolk District Office, U.S. Army Corps of Engineers:
General Design Memorandum, Virginia Beach Hurricane Protection Project (1988)
30.12 G.R. Toro, D.T. Resio, D. Divoky, A.W. Niedoroda,
C. Reed: Efficient joint probability methods for hurricane surge frequency analysis, Ocean Eng. 37,
125–134 (2010)
30.13 P.J. Vickery, P.F. Skerjl, L.A. Twisdale: Simulation
of Hurricane risk in the U.S. using empirical track
model, J. Struct. Eng. 126, 1222–1237 (2000)
30.14 S. Agbley, D.R. Basco: An evaluation of storm surge
frequency of occurrence estimators, Proc. Solut.
Coast. Disasters 2008 (ASCE, Reston 2008) pp. 185–
197
30.15 D.T. Resio: White Paper on Hurricane Surge Frequency Analysis (Corps of Engineers, Vicksburg
2007), unpublished manuscript
30.16 R.G. Dean, T.L. Walton: Wave setup. In: Handbook
of Coastal and Ocean Engineering, ed. by Y.C. Kim
(World Scientific, Singapore 2010)
30.17 J.W. Kamphuis: Introduction to Coastal Engineering and Management, 2nd edn. (World Scientific,
Singapore 2010)
30.18 M.T. Schultz, B.P. Gouldby, J.D. Simm, J.L. Wibowo:
Beyond the Factor of Safety: Developing Fragility
Curves to Characterize System Reliability, ERDC-SR10-1 (US Army Corps of Engineers, Vicksburg 2010)
30.19 M.T. Schultz, S.K. McKay, L.Z. Hales: The Quantification and Evolution of Resilience in Integrated
Coastal Systems, ERDC-TR-11-XX (US Army Corps of
Engineers, Vicksburg 2012), draft
30.20 W. Birkemier: Definition of a Coastal Storm at the
Corps of Engineers (Field Research Facility, Duck
2010), personal communication
30.21 D.R. Basco, N. Mahmoudpour: The modified coastal
storm impulse (COSI) parameter and quantification
of fragility curves for coastal design, Proc. Coast.
Eng., Vol. 1 (ASCE, Reston 2012)
30.22 K.W. Pilarczyk (Ed.): Coastal Protection (Balkema,
Rotterdam 1990)
30.23 J.A. Battjes: Surf similarity, Proc. 14th Int. Coast.
Eng. Conf., Vol. 1 (ASCE, Reston 1974) pp. 466–479
30.24 A. Hunt: Design of seawalls and breakwaters, J. Waterw. Harb. 85(3), 123–152 (1959)
30.25 J.P. de Waal, J.W. van der Meer: Wave run-up
and overtopping on coastal structures, Proc. 23rd
Int. Coast. Eng. Conf., Vol. 2 (ASCE, Reston 1992)
pp. 1758–1771
30.26 J.W. van der Meer: Rock Slopes and Gravel Beaches
Under Wave Attack, Ph.D. Dissertation Ser. (Delft
University of Technology, The Netherlands 1988),
also Delft Hydraulics Publication No. 396
30.27 J.A. Melby: Wave Runup Prediction for Flood Hazard
Assessment, ERDC/CHL TR-12-24 (Corps of Engineers,
Vicksburg 2012)
30.28 FEMA: Atlantic Ocean and Gulf of Mexico Coastal
Guidelines: Guidelines and Specifications for Flood
Hazard Mapping Partners (Dept of Homeland Security, Washington 2007)
30.29 M.W. Owen: Design of Seawalls Allowing for Wave
Overtopping, Rep. No. 924 (Hydraulics Research
Station, Wallingford 1980)
30.30 M.W. Owen: The hydraulic design of seawall profiles, Proc. Coast. Prot. Conf. (Thomas Telford Publishing, London 1982) pp. 185–192
30.31 J. Pedersen: Experimental Study of Wave Forces and
Wave Overtopping on Breakwater Crown Walls, Paper 12 (Department of Civil Engineering, Aalborg
University, Aalborg 1996)
30.32 J.W. van der Meer, W. Janssen: Wave run-up and
wave overtopping at dikes. In: Wave Forces on Inclined and Vertical Wall Structures, ed. by ASCE
(ASCE, Reston 1995) pp. 1–27
30.33 HR Wallingford Ltd.: Waves Overtopping, Online Calculation Tool, http://www.overtoppingmanual.com/calculation_tool.html
30.34 Y. Goda: New wave pressure formulae for composite
breakwaters, Proc. 14th Int. Coast. Eng. Conf., Vol.
3 (ASCE, Reston 1974) pp. 1702–1720
30.35 K. Tanimoto, K. Moto, S. Ishizuka, Y. Goda: An
investigation on design wave force formulae of
composite-type breakwaters, Proc. 23rd Jpn. Conf.
Coast. Eng. (1976) pp. 11–16, in Japanese
30.36 J.W. van der Meer, K. de Angremond, J. Juhl: Probabilistic calculation of wave forces on vertical structures, Proc. 24th Int. Coast. Eng. Conf., Vol. 2 (ASCE,
Reston 1994) pp. 1754–1769
30.37 J.A. Battjes: Effects of short-crestedness on wave
loads on long structures, J. Appl. Ocean Res. 4(3),
165–172 (1982)
30.38 S. Takahashi, K. Tanimoto, K. Shimosako: A proposal of impulsive pressure coefficient for design
of composite breakwaters, Proc. Int. Conf. HydroTechn. Eng. Port Harb. Constr. (1994) pp. 489–504
30.39 US Army, Corps of Engineers, Coastal Engineering Research Center (US): Shore Protection Manual
(Dept. of the Army, Waterways Experiment Station,
Washington 1984)
30.40 A. Kortenhaus, H. Oumeraci: Classification of wave
loading on monolithic coastal structures, Proc. 26th