4.2 Article

Evaluation of Opportunistic Shoreline Monitoring Capability Utilizing Existing Surfcam Infrastructure

期刊

JOURNAL OF COASTAL RESEARCH
卷 32, 期 3, 页码 542-554

出版社

COASTAL EDUCATION & RESEARCH FOUNDATION
DOI: 10.2112/JCOASTRES-D-14-00090.1

关键词

Coastal imaging; beach monitoring; coastal management

资金

  1. Australian Research Council [LP100200348]
  2. University of Plymouth
  3. Macquarie University
  4. NSW Office of Environment and Heritage (OEH)
  5. CoastalCOMS
  6. Warringah Council
  7. Gosford City Council
  8. Faculty of Engineering UNSW Women in Engineering Research Scholarship
  9. Australian Research Council [LP100200348] Funding Source: Australian Research Council

向作者/读者索取更多资源

This paper investigates the opportunistic repurposing of existing low-elevation recreational surf cameras (surfcams) to provide quantitative shoreline position data. Shoreline data are of fundamental importance in coastal management; however, intensive effort is required to routinely sample this dynamic environmental parameter. Established (and generally research-oriented) coastal imaging systems provide shoreline data in higher temporal resolution across broader spatial scales than is achievable by traditional survey techniques. The key benefits of adopting surfcams for shoreline monitoring are the wide availability of existing stations and their relatively low cost. In addition to the known challenges of optical remote sensing, there are further constraints associated with the typically low elevations of surfcams (9 to 22 m in this study) and the common use of dynamic pan-tilt-zoom positioning. This study used surfcams at nine diverse sites along the SE Australian coastline. Surfcam-derived shorelines were evaluated against monthly real time kinematic global navigation satellite system (RTK-GNSS) surveys. Standard deviations (SDs) of error of 4 to 14 m (horizontal) were observed in data provided by the commercial surfcam operator. After consideration of image geometry, camera stability, shoreline visibility, and shoreline elevation, SDs of error within 1 to 4 m were achieved. At one site, daily surfcam-derived shorelines were evaluated against video-derived shorelines obtained by a state-of-the-art Argus coastal imaging system. Data provided by the surfcam operator had a SD of error of 6 m (horizontal) when compared to the Argus-derived shoreline dataset, and improved methodology reduced this to below 2 m. Generic methods for identifying and addressing issues resulting from surfcam movement and low viewing angle of the beach are presented, as well as data processing options and recommendations for the potential wider adoption of this largely untapped coastal monitoring resource.

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