Pore Pressure Measurements Inside Rubble Mound Breakwaters

Einar Helgason, H. F. Burcharth, Joachim Grüne

Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-review

Abstract

The present paper presents pore pressure measurements from large scale model tests performed at the Large Wave Channel, Hannover, Germany and small scale model test performed at the Hydraulic & Coastal Engineering Laboratory, Aalborg University, Denmark. Information on pore pressure attenuation and wave damping in the core and important for the scaling of core materials in small scale hydraulic models. The main objectives are to study and examine the wave damping in the core of rubble mound breakwater models. the acquired test results are compared with results available from the literature, and compared to a damping model presented by Burcharth et al. (1999). Reasonable agreement is found when considering the difference in the grading and uniformity of the model core materials. Comparison between results obtained from small and large scale model tests showed no clear evidence of scale effects.
Original languageEnglish
Title of host publicationCoastal Engineering 2004 : Proceedings of the 29th International Conference
EditorsJane McKee Smith
Number of pages13
Volume4
PublisherU.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory
Publication date2004
Pages3701-3713
ISBN (Print)9812569944
Publication statusPublished - 2004
EventThe 29th International Conference on Coastal Engineering - Lisabon, Portugal
Duration: 19 Sept 200424 Sept 2004
Conference number: 29

Conference

ConferenceThe 29th International Conference on Coastal Engineering
Number29
Country/TerritoryPortugal
CityLisabon
Period19/09/200424/09/2004

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