Part C | 30
684 Part C Coastal Design
30.76 C.S. Hardaway, G.R. Thomas, J.-H. Li: Chesapeake
Bay Shoreline Study: Headland Breakwaters and
Pocket Beaches for Shoreline Erosion Control, Final
Rep. No. 313 (Virginia Institute of Marine Science,
Gloucester Point 1991)
30.77 J.R.C. Hsu, R. Silvester, Y.M. Xia: Static equilibrium
bays: New relationships, J. Waterw. Port Coast.
Ocean Eng. 115(3), 285–298 (1989)
30.78 A.H.F. Klein, J.T. Menezes: Visual assessment of
bayed beach stability with computer software,
Comput. Geosci. 29, 1249–1257 (2003)
30.79 M. Gonzalez, R. Medina: On the application of static
equilibrium bay formulations to natural and manmade beaches, Coast. Eng. 43, 209–225 (2001)
30.80 F. D’Alessandro, F. Frega: A verification of staticequilibrium parabolic formulation at the protected
shoreline of pizzo calabro (Italy), Proc. 30th Int.
Conf. Coast. Eng. (ASCE, Reston 2007)
30.81 D. Ming, Y.-M. Chiew: Shoreline changes behind
detached breakwater, J. Waterw. Port Coast. Ocean
Eng. 126(2), 63–69 (2000)
30.82 M.A. Chasten, J.D. Rosati, J.W. McCormick, R.E. Randall: Engineering Design Guidance for Detached
Breakwaters as Shoreline Stabilization Structure,
Techn. Rep. CERC-93-19 (US Army Engineer Waterways Experiment Station, Vicksburg 1993)
30.83 J. Rodgers, T. Chester, B. Hamer: LEACOAST2: Practical Guidance Scoping Study, Tech. Rep. (Department for Environment, Food, and Rural Affairs,
London 2006)
30.84 Environmental Agency: Modeling the Effect of
Nearshore Detached Breakwaters on Sandy MacroTidal Coasts, Project SC 060026/R2 (Environmental
Agency, London 2009)
30.85 T.V. Karambas: Design of detached breakwaters for
coastal protection: Development and application of
an advanced numerical model, Proc. 33rd Int. Conf.
Coast. Eng. (World Scientific, Singapore 2012)
30.86 Environmental Agency: Guidance for Outline Design of Nearshore Detached Breakwaters on Sandy
Macro-Tidal Coasts, Project SC 060026/R1 (Environmental Agency, London 2009)
30.87 C. Fleming, B. Hamer: Successful implementation of
an offshore reef scheme, Proc. 27th Int. Conf. Coast.
Eng. (ASCE, Reston 2000)
30.88 D.R. Basco, J. Pope: Groin functional design
guidance from the coastal engineering manual,
J. Coast. Eng. 33, 121–130 (2004)
30.89 H. Hanson, N.C. Kraus: GENESIS: Generalized Model
for Stimulating Shoreline Change, Techn. Rep.
CERC-89-19 (US Army Engineer Waterways Experiment Station, Vicksburg 1989)
30.90 A.E. Frey, K.J. Connell, H. Hanson, M. Larson,
R.C. Thomas, S. Munger, A. Zundel: GenCade Version 1 Model Theory and User’s Guide, Techn. Rep.
ERDC-CHL TR-12-X (US Army Engineer Research and
Development Center, Vicksburg 2012)
30.91 N.C. Kraus, K.L. Rankin: Functioning and Design of
Coastal Groins, Journal of Coastal Research, Special
Issue 33 (CERF, Weit Palm Beach 2003)
684 Part C Coastal Design
30.76 C.S. Hardaway, G.R. Thomas, J.-H. Li: Chesapeake
Bay Shoreline Study: Headland Breakwaters and
Pocket Beaches for Shoreline Erosion Control, Final
Rep. No. 313 (Virginia Institute of Marine Science,
Gloucester Point 1991)
30.77 J.R.C. Hsu, R. Silvester, Y.M. Xia: Static equilibrium
bays: New relationships, J. Waterw. Port Coast.
Ocean Eng. 115(3), 285–298 (1989)
30.78 A.H.F. Klein, J.T. Menezes: Visual assessment of
bayed beach stability with computer software,
Comput. Geosci. 29, 1249–1257 (2003)
30.79 M. Gonzalez, R. Medina: On the application of static
equilibrium bay formulations to natural and manmade beaches, Coast. Eng. 43, 209–225 (2001)
30.80 F. D’Alessandro, F. Frega: A verification of staticequilibrium parabolic formulation at the protected
shoreline of pizzo calabro (Italy), Proc. 30th Int.
Conf. Coast. Eng. (ASCE, Reston 2007)
30.81 D. Ming, Y.-M. Chiew: Shoreline changes behind
detached breakwater, J. Waterw. Port Coast. Ocean
Eng. 126(2), 63–69 (2000)
30.82 M.A. Chasten, J.D. Rosati, J.W. McCormick, R.E. Randall: Engineering Design Guidance for Detached
Breakwaters as Shoreline Stabilization Structure,
Techn. Rep. CERC-93-19 (US Army Engineer Waterways Experiment Station, Vicksburg 1993)
30.83 J. Rodgers, T. Chester, B. Hamer: LEACOAST2: Practical Guidance Scoping Study, Tech. Rep. (Department for Environment, Food, and Rural Affairs,
London 2006)
30.84 Environmental Agency: Modeling the Effect of
Nearshore Detached Breakwaters on Sandy MacroTidal Coasts, Project SC 060026/R2 (Environmental
Agency, London 2009)
30.85 T.V. Karambas: Design of detached breakwaters for
coastal protection: Development and application of
an advanced numerical model, Proc. 33rd Int. Conf.
Coast. Eng. (World Scientific, Singapore 2012)
30.86 Environmental Agency: Guidance for Outline Design of Nearshore Detached Breakwaters on Sandy
Macro-Tidal Coasts, Project SC 060026/R1 (Environmental Agency, London 2009)
30.87 C. Fleming, B. Hamer: Successful implementation of
an offshore reef scheme, Proc. 27th Int. Conf. Coast.
Eng. (ASCE, Reston 2000)
30.88 D.R. Basco, J. Pope: Groin functional design
guidance from the coastal engineering manual,
J. Coast. Eng. 33, 121–130 (2004)
30.89 H. Hanson, N.C. Kraus: GENESIS: Generalized Model
for Stimulating Shoreline Change, Techn. Rep.
CERC-89-19 (US Army Engineer Waterways Experiment Station, Vicksburg 1989)
30.90 A.E. Frey, K.J. Connell, H. Hanson, M. Larson,
R.C. Thomas, S. Munger, A. Zundel: GenCade Version 1 Model Theory and User’s Guide, Techn. Rep.
ERDC-CHL TR-12-X (US Army Engineer Research and
Development Center, Vicksburg 2012)
30.91 N.C. Kraus, K.L. Rankin: Functioning and Design of
Coastal Groins, Journal of Coastal Research, Special
Issue 33 (CERF, Weit Palm Beach 2003)