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Sep 20, 2018

Field Measurements of Inhomogeneous Wave Conditions in Bjørnafjorden

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 145, Issue 1

Abstract

Due to the complex topography in a fjord, wave conditions differ from those of ocean waves. In this study, characteristics of wave conditions in the Bjørnafjorden in Hordaland County, Norway were thoroughly investigated based on field measurements. Bjørnafjorden is approximately 4,600 m wide and more than 500 m deep, with a complex hydrography and topography. Three Datawell Waveriders (DWRs, Datawell, Haarlem, Netherlands) were deployed to measure the wave data. Due to two ferry routes nearby, the measured raw data were found to be influenced by ship waves. Thus, a band-pass filter based on wavelet and inverse wavelet analyses was proposed and developed to detect and remove ship waves from raw data. The wave data analyzed were measured over approximately 19 months. The wave conditions measured by each DWR were characterized by several parameters, such as significant wave height, average zero upcrossing period, and dominant direction. The values of each wave parameter at each DWR usually differed, which indicates that the wave field in Bjørnafjorden is inhomogeneous. The statistical values of these parameters among the three DWRs were correlated to some extent. Their distribution could not be fitted by a suitable distribution function unless more data were available. The coherence among the three DWRs was fairly low.

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Acknowledgments

This work was supported by the Norwegian Public Road Administration (NPRA) and in part by the Research Council of Norway through the Centre for Ships and Ocean Structures (CeSOS) and Centre for Autonomous Marine Operations and Systems (AMOS) at the Department of Marine Technology, Norwegian University of Science and Technology, Trondheim, Norway. The support is gratefully acknowledged by the authors. The authors acknowledge the NPRA for the permission to publish the measured wave data. Dr. François Beauducel is also acknowledged for writing the original MATLAB function facilitating the use of Shuttle Radar Topography Mission (SRTM) digital elevation model data files.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 145Issue 1January 2019

History

Received: Dec 6, 2017
Accepted: May 29, 2018
Published online: Sep 20, 2018
Published in print: Jan 1, 2019
Discussion open until: Feb 20, 2019

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Authors

Affiliations

Postdoctoral Fellow, Dept. of Marine Technology, Centre for Ships and Ocean Structures, Centre for Autonomous Marine Operations and Systems, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway (corresponding author). ORCID: https://orcid.org/0000-0001-7142-1425. Email: [email protected]
Erik Svangstu [email protected]
Engineer, Norwegian Public Roads Administration, Leikanger 6863, Norway. Email: [email protected]
Professor, Dept. of Marine Technology, Centre for Ships and Ocean Structures, Centre for Autonomous Marine Operations and Systems, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway. Email: [email protected]
Torgeir Moan, F.ASCE [email protected]
Professor, Dept. of Marine Technology, Centre for Ships and Ocean Structures, Centre for Autonomous Marine Operations and Systems, Norwegian Univ. of Science and Technology, Trondheim 7491, Norway. Email: [email protected]

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