Pressures on the Crown Wall of Breakwater Formed by New Armor Block KOLOS due to Regular Waves

Author:

Avaneendran Arunjith1,Sannasiraj S. A.2,Vallam Sundar2

Affiliation:

1. M.S. Scholar, Dept. of Ocean Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India (corresponding author).

2. Professor, Dept. of Ocean Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Reference17 articles.

1. Hydrodynamic Characteristics of Curved-Front Seawall Models Compared with Vertical Seawall under Regular Waves

2. Arunjith A. Sannasiraj S. A. and Sundar V. (2011). “Wave induced pressures on crown wall of KOLOS armored breakwater.” Proc. 6th Int. Conf. on Asian and Pacific Coasts (APAC 2011) World Scientific Singapore 1676–1683.

3. Berenguer J. M. Ingenieros B. and Baonza A. (2006). “On the design of crown walls of rubble mound breakwaters.” Proc. 31st PIANC Congress Curran Associates New York 608–624.

4. Burcharth H. F. (1993). “Structural integrity and hydraulic stability of Dolos armor layers.” Series paper 9 Hydraulic and Coastal Engineering Laboratory Dept. Of Civil Engineering Univ. of Aalborg Aalborg Denmark.

5. Chandramohan P. V. Sundar V. Sannasiraj S. A. and Arunjith A. (2012). “Development of ‘KOLOS’ armor block and its hydrodynamic performance.” Proc. 8th Int. Conf. on Coastal and Port Engineering in Developing Countries (PIANC-COPEDEC VIII ) IIT Madras Chennai India 1344–1354.

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