ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

The Evolution of Breakwater Design

by Billy L. Edge, Texas A&M Univ, College Station, United States,
Orville T. Magoon, Texas A&M Univ, College Station, United States,
William F. Baird, Texas A&M Univ, College Station, United States,



Document Type: Proceeding Paper

Part of: Ocean Wave Measurement and Analysis

Abstract:

The purpose of this paper is to present a view of the evolution of both the rubble mound and vertical faced breakwaters from the earliest design through the Iribarren and Hudson era. Determining the design wave for a mound structure sited in a water depth so that unbroken waves reach the structure is still an art inspite of the theoretical accomplishments made be engineers and statisticians. The derived maximum wave and the design waves (regardless of the spectral shape and distribution used) contain considerable uncertainties. Additionally, if concrete armour units or armour layer and if so, how is that single largest wave to be calculated. Although the design of breakwaters has advanced significantly from the earliest days of the Phoenicians, there are still questions which remain today and new questions which arise as engineers push the limits of design beyond the questions which have already been answered.

Subject Headings: Hydraulic design | Coastal protection structures | Breakwaters | Structural design | Hydraulic structures | Concrete structures | Wave spectrum

Services: Buy this book/Buy this article

 

Return to search