Nathaniel Plant

Dr. Nathaniel Plant

orcid

Research Focus & Metrics

Academic Career Length

30Years (1997-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 January 1997 in IEEE Journal of Oceanic Engineering
Verified
Journal Article
Closed access
KHK.Todd Holland
K.Todd Holland
RHR.A. Holman
R.A. Holman
TLT.C. Lippmann
T.C. Lippmann
JSJ. Stanley
J. Stanley
NPNathaniel Plant
Nathaniel Plant

1 July 2010 in Coastal Engineering
Verified
Journal Article
Closed access
RMR.T. McCall
R.T. McCall
JVJ.S.M. Van Thiel de Vries
J.S.M. Van Thiel de Vries
NPNathaniel Plant
Nathaniel Plant
Ap Van DongerenAp Van Dongeren
Ap Van Dongeren
JRJ.A. Roelvink
J.A. Roelvink
Ad ReniersAd Reniers
Ad Reniers

17 April 2013 in Journal of Geophysical Research: Oceans
Verified
Journal Article
Open access
PDF file
Robert HolmanRobert Holman
Robert Holman
NPNathaniel Plant
Nathaniel Plant
THTodd Holland
Todd Holland
A three‐part algorithm is described and tested to provide robust bathymetry maps based solely on long time series observations of surface wave motions. The first phase consists of frequency‐dependent characterization of the wave field in which dominant frequencies are estimated by Fourier transform while corresponding wave numbers are derived from spatial gradients in cross‐spectral phase over analysis tiles that can be small, allowing high‐spatial resolution. Coherent spatial structures at each frequency are extracted by frequency‐dependent empirical orthogonal function (EOF). In phase two, depths are found that best fit weighted sets of frequency‐wave number pairs. These are subsequently smoothed in time in phase 3 using a Kalman filter that fills gaps in coverage and objectively averages new estimates of variable quality with prior estimates. Objective confidence intervals are returned. Tests at Duck, NC, using 16 surveys collected over 2 years showed a bias and root‐mean‐square (RMS) error of 0.19 and 0.51 m, respectively but were largest near the offshore limits of analysis (roughly 500 m from the camera) and near the steep shoreline where analysis tiles mix information from waves, swash and static dry sand. Performance was excellent for small waves but degraded somewhat with increasing wave height. Sand bars and their small‐scale alongshore variability were well resolved. A single ground truth survey from a dissipative, low‐sloping beach (Agate Beach, OR) showed similar errors over a region that extended several kilometers from the camera and reached depths of 14 m. Vector wave number estimates can also be incorporated into data assimilation models of nearshore dynamics.

15 July 1999 in Journal of Geophysical Research: Oceans
Verified
Journal Article
Closed access
PDF file
NPNathaniel Plant
Nathaniel Plant
RHR. A. Holman
R. A. Holman
MFM. H. Freilich
M. H. Freilich
WBW. A. Birkemeier
W. A. Birkemeier

22 April 2011 in Journal of Geophysical Research: Earth Surface
Verified
Journal Article
Closed access
PDF file
BGBenjamin T. Gutierrez
Benjamin T. Gutierrez
NPNathaniel Plant
Nathaniel Plant
RTRob Thieler
Rob Thieler

1 July 1997 in Marine Geology
Verified
Journal Article
Closed access
NPNathaniel Plant
Nathaniel Plant
RHRob A. Holman
Rob A. Holman