184
Coastal Engineering: Theory and Practice
Fig. 5.14 A view of breakwater in Krishnapatnam port with Kolos as CAU.
References
John Ashlin, S., Sannasiraj, S. A. and Sundar, V. (2016). Hydrodynamic performance of an oscillating water colurnn device exposed to oblique waves, Proc.
12th International Conférence on Hydrodynamics, TU Delft, Netherlands.
Chandramohan, P. V., Sundar, V., Sannasiraj, S. A. and Arunjith, A. (2012).
Development of ‘KOLOS’ armour block and its hydrodynamic performance,
Proc. 8th Int. Conf. on Coastal and Port Engineering in Developing Countries, pp. 1344-1354.
Coastal Engineering Manual (2006). Part VI, U.S. Army Engineer Waterways
Experiment Station, U.S. Government Printing Office, Washington, DC.
d’Angremond, K. and van Roode, F. C. (2004). Breakwaters and Closure Dams,
SPON Press, London.
Markle, F. G. and Davidson, D. D. (1979). Stability coefficients for placed-stone
jetties, Engineering Technical Letter 1110-2-242.
Owen, M. W. and Allsop, N. W. H. (1983). Hydraulic modelling of rubble mound
breakwaters, Proc. Cong. Breakwaters, Design and Construction, ICE,
London.
Sasajima, H., Koizuka, T. and Sasayama, H. (1994). Field démonstration test on
a semi-circular breakwater, Hydroport ’94, Yokosuka, Japan 1, pp. 593-615.
Sundar, V., Moan, T. and Hais, J. (2010). Conceptual designs on intégration of
oscillating water column devices in breakwaters, Proc. OMAE 2010.
Zwamborn, J. A. and Van Niekerk, M. (1982). Additional model tests. Doly packing density and effect on relative block density, National Research Institute
of Oceanography, Coastal Engineering and Hydraulic Division, Stellenbosh,
South Africa, July.
Coastal Engineering: Theory and Practice
Fig. 5.14 A view of breakwater in Krishnapatnam port with Kolos as CAU.
References
John Ashlin, S., Sannasiraj, S. A. and Sundar, V. (2016). Hydrodynamic performance of an oscillating water colurnn device exposed to oblique waves, Proc.
12th International Conférence on Hydrodynamics, TU Delft, Netherlands.
Chandramohan, P. V., Sundar, V., Sannasiraj, S. A. and Arunjith, A. (2012).
Development of ‘KOLOS’ armour block and its hydrodynamic performance,
Proc. 8th Int. Conf. on Coastal and Port Engineering in Developing Countries, pp. 1344-1354.
Coastal Engineering Manual (2006). Part VI, U.S. Army Engineer Waterways
Experiment Station, U.S. Government Printing Office, Washington, DC.
d’Angremond, K. and van Roode, F. C. (2004). Breakwaters and Closure Dams,
SPON Press, London.
Markle, F. G. and Davidson, D. D. (1979). Stability coefficients for placed-stone
jetties, Engineering Technical Letter 1110-2-242.
Owen, M. W. and Allsop, N. W. H. (1983). Hydraulic modelling of rubble mound
breakwaters, Proc. Cong. Breakwaters, Design and Construction, ICE,
London.
Sasajima, H., Koizuka, T. and Sasayama, H. (1994). Field démonstration test on
a semi-circular breakwater, Hydroport ’94, Yokosuka, Japan 1, pp. 593-615.
Sundar, V., Moan, T. and Hais, J. (2010). Conceptual designs on intégration of
oscillating water column devices in breakwaters, Proc. OMAE 2010.
Zwamborn, J. A. and Van Niekerk, M. (1982). Additional model tests. Doly packing density and effect on relative block density, National Research Institute
of Oceanography, Coastal Engineering and Hydraulic Division, Stellenbosh,
South Africa, July.