Stability Analysis of Low Crested and Submerged Rubble Mound Breakwaters: Relationship Between Flow Characteristics and Measured Damage and Stability Formulae for Low Crested and Submerged Breakwaters

Pascual, César Vidal; Mera, Fernando López; Rodríguez, Ignacio Alfredo Rodríguez del Bosque

doi:10.1142/9789814282024_0083

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2011

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“…Typical test slopes have been 1:10 < tg < 1:1. Vidal et al (1998Vidal et al ( ), (2002Vidal et al ( ), (2007 carried out laboratory as well as full scale tests on near bed structures and sewage outfall protection structures exposed to waves. They analyzed their test data in different ways: damage vs. a stability number N s = (H/D n50 ), damage vs. Morison force, damage vs. a…”

Section: Previous Workmentioning

confidence: 99%

Stability Against Waves and Currents of Gravel Rubble Mounds Over Pipelines and Flat Gravel Beds

Tørum

Arntsen

Kuester³

2011

Int. Conf. Coastal. Eng.

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For different reasons oil/gas pipelines or parts of oil/gas pipelines have to be covered with rubble mounds. The question is then what the size of the stones/gravel in the mound should be to withstand waves and currents of the area. In order to obtain more information on the stability of gravel mounds over pipelines, laboratory tests in a wave/current flume have been carried out and are summarized herein. In addition data from other similar investigations elsewhere are discussed. A brief analysis of the stability of a flat gravel bed subjected to irregular waves has also been included, using the concept of the statistical distribution of the bed shear stress.

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Section: Previous Workmentioning

confidence: 99%