Storm Hazard Mitigation Structures References 683
Part C | 30
Int. Conf. Coast. Eng. (ICCE) (ASCE, Kopenhagen 1998)
pp. 867–880
30.41 N.W.H. Allsop, M. Calabrese: Impact loadings on
vertical walls in directional seas, Proc. 26th Int.
Conf. Coast. Eng., Vol. 2 (ASCE, Reston 1998)
pp. 2056–2068
30.42 H. Oumeraci, A. Kortenhaus: Wave impact loadingtentative formulae and suggestions for the development of final formulae. Proc. 2nd Workshop,
MAST III, PROVERBS-Project: Probabilistic Des. Tools
Vertical Breakwaters, Edinburgh (1997)
30.43 R. Miche: Mouvements ondulatoires de la mer en
profondeur constante ou decroissante, Ann. Ponts
Chaussées 2, 285–319 (1944)
30.44 J.K. Vrijling, J. Bruinsma: Hydraulic boundary conditions. Hydraulic aspects of coastal structures:
Developments in hydraulic engineering related to
the design of the Oosterschelde storm surge barrier in the Netherlands, Part II: Des. Philos. Strategy
Proj. Relat. Res. (Delft University Press, Delft 1980)
pp. 109–133
30.45 J. Gaythwaite, D. Pezza, L. Topp: Beach erosion control and hurricane protection for Virginia
Beach, Proc. 6th Symp. Coast. Ocean Manag. (ASCE,
Charleston 1989) pp. 791–805
30.46 J.W. van der Meer, K.W. Pilarczyk: Stability of rubble mound slopes under random wave attack, Proc.
19th Int. Conf. Coast. Eng. (ICCE), Houst. (ASCE, New
York 1984) pp. 2620–2634
30.47 J.W. van der Meer: Stability of breakwater armour
layers – Design formulae, Coast. Eng. 11, 219–239
(1987)
30.48 H.F. Bucharth, J.D. Sorensen: Design of rubble
mound breakwaters using partial safety factors,
Proc. Coast. Eng., Vol. 1 (ASCE, Reston 2000)
30.49 J.W. van der Meer: Stability and Transmission at
Low-Crested Structures, Delft Hydraulics Publication
No. 453 (Delft Hydraulics Laboratory, Delft 1991)
30.50 D.M. Thompson, R.M. Shuttler: Riprap Design for
Wind Wave Attack: A Laboratory Study in Random
Waves HRS, Rep. EX 707 (HR Wallingford, Wallingford
1975)
30.51 M.R.A. van Gent: Physical Model Investigations
on Coastal Structures with Shallow Foreshores: 2D
Model Tests with Single and Double Peaked Wave
Energy Spectrums, Rep. H3608 (Delft Hydraulics
Laboratory, Delft 1999)
30.52 G.M. Smith, I. Wallast, M.R.A. van Gent: Rock slope
stability with shallow foreshores, Proc. Int. Conf.
Coast. Eng. (ASCE, Reston 2002) pp. 1524–1536
30.53 M.R.A. van Gent, A.J. Smale, C. Kuiper: Stability of
rock slopes with shallow foreshores, Proc. Coast.
Struct. (ASCE, Reston 2004) pp. 100–112
30.54 M.R.A. van Gent, R. Pozueta: Rear-side stability
of rubble mound structures, Proc. Int. Conf. Coast.
Eng. (ASCE, Reston 2005)
30.55 H.J. Verhagen, D. Jumeler, A.V. Domingo, P. van
Broekhoven: Method to quantify the notational
permeability, Proc. Coast. Struct. (ASCE, Reston 2011)
30.56 R. Kik, J.P. van den Bos, J. Maertens, H.J. Verhagen,
J.W. van der Meer: Notational permeability, Proc.
Int. Conf. Coast. Eng. (ASCE, Reston 2012)
30.57 R.Y. Hudson (Ed.): Concrete Armor Units for Protection Against Wave Attack, Miscellaneous Paper
H-74-2 (US Army Engineer Waterways Experiment
Station, Vicksburg 1974)
30.58 J.A. Melby, N. Kobayashi: Stone armor damage initiation and progression based on the maximum
wave momentum flux, J. Coast. Res. 27(1), 110–119
(2011)
30.59 S.A. Hughes: Wave momentum flux parameter:
A descriptor for near shore waves, Coast. Eng. 51,
1067–1084 (2004)
30.60 J.A. Melby, S.A. Hughes: Armor stability based on
wave momentum flux, Proc. Coast. Struct. Reston,
Va. (ASCE, New York 2004) pp. 53–65
30.61 J.A. Melby, G.F. Turk: The CORE-LOC: Optimized concrete armor, Proc. 24th Int. Coast. Eng. Conf., Vol. 2
(ASCE, Reston 1994) pp. 1426–1438
30.62 D. Reeve, A. Chadwick, C. Fleming: Coastal Engineering, Processes, Theory, and Design Practice,
2nd edn. (Spoon, London 2012)
30.63 M.R.A. van Gent: Wave overtopping events at dikes,
Proc. Int. Conf., Vol. II (ASCE, Reston 2003) pp. 2203–
2215
30.64 W.F. Baird, K. Hall: Breakwater breakthrough, ASCE
Civ. Eng. 57(1), 45–47 (1987)
30.65 A. Torum, F. Kuhnen, A. Menze: On berm breakwaters. Stability, scour, and overtopping, Coast. Eng.
49, 209–238 (2003)
30.66 A. Torum, M.N. Moghim, K. Westeng, N. Hidayati,
O. Arntsen: On berm breakwaters: Recession, crown
wall wave forces, and reliability, Coast. Eng. 60,
299–318 (2012)
30.67 J.A. Melby, N. Kobayashi: Progression and variability of damage on rubble mound breakwaters,
J. Waterw. Port Coast. Ocean Eng. 124(6), 286–294
(1998)
30.68 J.A. Melby, N. Kobayashi: Damage progression on
breakwaters, Proc. 26th Int Conf. Coast. Eng. (ASCE,
Reston 1998) pp. 1884–1897
30.69 J.A. Melby, N. Kobayashi: Damage progression
and variability on breakwater trunks, Proc. Coast.
Struct. (Balkema, Rotterdam 1999) pp. 309–
316
30.70 J.A. Melby, N. Kobayashi: Damage development
on stone-armored rubble mounds, Proc. 27th Int.
Conf. Coast. Eng. (World Scientific, Singapore 2000)
pp. 1571–1584
30.71 J.W. van der Meer: Design of concrete armor layers, Proc. Coast. Struct. (Balkema, Rotterdam 2000)
pp. 213–221
30.72 R. Silvester, J.R.C. Hsu: Coastal Stabilization: Innovative Concepts (Prentice Hall, Englewood Cliffs
1993)
30.73 R. Silvester: Stabilization of sedimentary coastlines, Nature 188, 467–469 (1960)
30.74 J. Pope, J.L. Dean: Development of design criteria
for segmented breakwaters, Proc. 20th Int. Conf.
Coast. Eng. (ASCE, Reston 1986) pp. 2144–2158
30.75 W.R. Dally, J. Pope: Detached Breakwaters for Shore
Protection, Techn. Rep. CERC-86-1 (US Army Engineer Waterways Experiment Station, Vicksburg
1986)
Part C | 30
Int. Conf. Coast. Eng. (ICCE) (ASCE, Kopenhagen 1998)
pp. 867–880
30.41 N.W.H. Allsop, M. Calabrese: Impact loadings on
vertical walls in directional seas, Proc. 26th Int.
Conf. Coast. Eng., Vol. 2 (ASCE, Reston 1998)
pp. 2056–2068
30.42 H. Oumeraci, A. Kortenhaus: Wave impact loadingtentative formulae and suggestions for the development of final formulae. Proc. 2nd Workshop,
MAST III, PROVERBS-Project: Probabilistic Des. Tools
Vertical Breakwaters, Edinburgh (1997)
30.43 R. Miche: Mouvements ondulatoires de la mer en
profondeur constante ou decroissante, Ann. Ponts
Chaussées 2, 285–319 (1944)
30.44 J.K. Vrijling, J. Bruinsma: Hydraulic boundary conditions. Hydraulic aspects of coastal structures:
Developments in hydraulic engineering related to
the design of the Oosterschelde storm surge barrier in the Netherlands, Part II: Des. Philos. Strategy
Proj. Relat. Res. (Delft University Press, Delft 1980)
pp. 109–133
30.45 J. Gaythwaite, D. Pezza, L. Topp: Beach erosion control and hurricane protection for Virginia
Beach, Proc. 6th Symp. Coast. Ocean Manag. (ASCE,
Charleston 1989) pp. 791–805
30.46 J.W. van der Meer, K.W. Pilarczyk: Stability of rubble mound slopes under random wave attack, Proc.
19th Int. Conf. Coast. Eng. (ICCE), Houst. (ASCE, New
York 1984) pp. 2620–2634
30.47 J.W. van der Meer: Stability of breakwater armour
layers – Design formulae, Coast. Eng. 11, 219–239
(1987)
30.48 H.F. Bucharth, J.D. Sorensen: Design of rubble
mound breakwaters using partial safety factors,
Proc. Coast. Eng., Vol. 1 (ASCE, Reston 2000)
30.49 J.W. van der Meer: Stability and Transmission at
Low-Crested Structures, Delft Hydraulics Publication
No. 453 (Delft Hydraulics Laboratory, Delft 1991)
30.50 D.M. Thompson, R.M. Shuttler: Riprap Design for
Wind Wave Attack: A Laboratory Study in Random
Waves HRS, Rep. EX 707 (HR Wallingford, Wallingford
1975)
30.51 M.R.A. van Gent: Physical Model Investigations
on Coastal Structures with Shallow Foreshores: 2D
Model Tests with Single and Double Peaked Wave
Energy Spectrums, Rep. H3608 (Delft Hydraulics
Laboratory, Delft 1999)
30.52 G.M. Smith, I. Wallast, M.R.A. van Gent: Rock slope
stability with shallow foreshores, Proc. Int. Conf.
Coast. Eng. (ASCE, Reston 2002) pp. 1524–1536
30.53 M.R.A. van Gent, A.J. Smale, C. Kuiper: Stability of
rock slopes with shallow foreshores, Proc. Coast.
Struct. (ASCE, Reston 2004) pp. 100–112
30.54 M.R.A. van Gent, R. Pozueta: Rear-side stability
of rubble mound structures, Proc. Int. Conf. Coast.
Eng. (ASCE, Reston 2005)
30.55 H.J. Verhagen, D. Jumeler, A.V. Domingo, P. van
Broekhoven: Method to quantify the notational
permeability, Proc. Coast. Struct. (ASCE, Reston 2011)
30.56 R. Kik, J.P. van den Bos, J. Maertens, H.J. Verhagen,
J.W. van der Meer: Notational permeability, Proc.
Int. Conf. Coast. Eng. (ASCE, Reston 2012)
30.57 R.Y. Hudson (Ed.): Concrete Armor Units for Protection Against Wave Attack, Miscellaneous Paper
H-74-2 (US Army Engineer Waterways Experiment
Station, Vicksburg 1974)
30.58 J.A. Melby, N. Kobayashi: Stone armor damage initiation and progression based on the maximum
wave momentum flux, J. Coast. Res. 27(1), 110–119
(2011)
30.59 S.A. Hughes: Wave momentum flux parameter:
A descriptor for near shore waves, Coast. Eng. 51,
1067–1084 (2004)
30.60 J.A. Melby, S.A. Hughes: Armor stability based on
wave momentum flux, Proc. Coast. Struct. Reston,
Va. (ASCE, New York 2004) pp. 53–65
30.61 J.A. Melby, G.F. Turk: The CORE-LOC: Optimized concrete armor, Proc. 24th Int. Coast. Eng. Conf., Vol. 2
(ASCE, Reston 1994) pp. 1426–1438
30.62 D. Reeve, A. Chadwick, C. Fleming: Coastal Engineering, Processes, Theory, and Design Practice,
2nd edn. (Spoon, London 2012)
30.63 M.R.A. van Gent: Wave overtopping events at dikes,
Proc. Int. Conf., Vol. II (ASCE, Reston 2003) pp. 2203–
2215
30.64 W.F. Baird, K. Hall: Breakwater breakthrough, ASCE
Civ. Eng. 57(1), 45–47 (1987)
30.65 A. Torum, F. Kuhnen, A. Menze: On berm breakwaters. Stability, scour, and overtopping, Coast. Eng.
49, 209–238 (2003)
30.66 A. Torum, M.N. Moghim, K. Westeng, N. Hidayati,
O. Arntsen: On berm breakwaters: Recession, crown
wall wave forces, and reliability, Coast. Eng. 60,
299–318 (2012)
30.67 J.A. Melby, N. Kobayashi: Progression and variability of damage on rubble mound breakwaters,
J. Waterw. Port Coast. Ocean Eng. 124(6), 286–294
(1998)
30.68 J.A. Melby, N. Kobayashi: Damage progression on
breakwaters, Proc. 26th Int Conf. Coast. Eng. (ASCE,
Reston 1998) pp. 1884–1897
30.69 J.A. Melby, N. Kobayashi: Damage progression
and variability on breakwater trunks, Proc. Coast.
Struct. (Balkema, Rotterdam 1999) pp. 309–
316
30.70 J.A. Melby, N. Kobayashi: Damage development
on stone-armored rubble mounds, Proc. 27th Int.
Conf. Coast. Eng. (World Scientific, Singapore 2000)
pp. 1571–1584
30.71 J.W. van der Meer: Design of concrete armor layers, Proc. Coast. Struct. (Balkema, Rotterdam 2000)
pp. 213–221
30.72 R. Silvester, J.R.C. Hsu: Coastal Stabilization: Innovative Concepts (Prentice Hall, Englewood Cliffs
1993)
30.73 R. Silvester: Stabilization of sedimentary coastlines, Nature 188, 467–469 (1960)
30.74 J. Pope, J.L. Dean: Development of design criteria
for segmented breakwaters, Proc. 20th Int. Conf.
Coast. Eng. (ASCE, Reston 1986) pp. 2144–2158
30.75 W.R. Dally, J. Pope: Detached Breakwaters for Shore
Protection, Techn. Rep. CERC-86-1 (US Army Engineer Waterways Experiment Station, Vicksburg
1986)