Reliability of rubble-mound breakwater stability models

Reliability of rubble-mound breakwater stability models
Author: Robert Y. Hudson
Publisher:
Total Pages: 44
Release: 1975
Genre: Breakwaters
ISBN:

Designing rubble-mound breakwaters to withstand the forces of wave action in such a way as to obtain safe and economical structures is difficult. It is necessary in many cases, therefore, to conduct scale-model investigations to determine the optimum design. The purpose of this report is to explain the basis upon which rubble-mound stability models are designed, constructed, and operated, and to provide information from which the accuracy of such models can be appraised. It was concluded that hydraulic scale models can be used to determine the stability of rubble-mound breakwaters, and that the accuracy of the test results will fall within the limits required to design safe and economical prototype structures, if the model is designed and operated correctly and the test conditions are selected judiciously.

Analysis of Rubble Mound Breakwaters

Analysis of Rubble Mound Breakwaters
Author: Permanent International Association of Navigation Congresses. Permanent Technical Committee II. Working Group 12
Publisher: PIANC
Total Pages: 49
Release: 1992
Genre: Breakwaters
ISBN: 2872230475

Scale Effects in Rubble-Mound Breakwater Stability Models Caused by Variations in the Specific Gravity of the Armor Units and Underlayer Stones

Scale Effects in Rubble-Mound Breakwater Stability Models Caused by Variations in the Specific Gravity of the Armor Units and Underlayer Stones
Author: Robert Y. Hudson
Publisher:
Total Pages: 21
Release: 1975
Genre: Breakwaters
ISBN:

The analytical bases for obtaining dynamic similarity between model and prototype for rubble-mound stability studies were reviewed, and the results of available small-scale tests were analyzed to determine whether variations in the specific gravity of the armor units in the model, compared with the corresponding specific gravity of the prototype units, resulted in undesirable scale effects. It was concluded that: (a) considering the Kydland and Sodefjed data, the stability number, as defined in this report, varies with the specific gravity of the armor units relative to the water in which the structure is situated, (b) considering the Waterways Experiment Station data and the relatively small variations in the specific gravities of the armor units, model to prototype, that have occurred in the model studies conducted to determine the design of the proposed Public Service Electric and Gas Company of New Jersey breakwaters, the scale effects due to the specific gravity ratio are negligible.