Abstract

Primary waves produced by large ships in confined waterways can threaten the sustainability and safety of coastal regions near maritime shipping routes, but the present understanding and predictability of primary wave shallow-water characteristics is hindered by a scarcity of available field observations. This study presents hydrodynamic measurements from 296 primary waves observed in 3.5 to 4.4 m mean water depth throughout four deployments on the channel margins of the Savannah River in Georgia, USA. Ship details and tidally varying waterway parameters are paired with pressure and fluid velocity data to investigate relationships between ship characteristics, waterway conditions, and primary wave magnitudes. Findings show that although larger and faster ships tend to produce larger primary waves, there are inconsistencies among the magnitudes of waves generated by similar ship passages. Additionally, depression prediction equations perform well for most observations, but a small group of “atypically-large” primary waves with depressions exceeding 75 cm are consistently underpredicted and require further investigation. Hydrodynamic, waterway, and ship data are made available in the Supplemental Data.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. In addition to the wake drivers and characteristics provided in Tables S1–S4, available data include pressure and velocity time series, ship tracks, and bathymetry.

Acknowledgments

Publication supported in part by an Institutional Grant (NA18OAR4170084) to the Georgia Sea Grant College Program from the National Sea Grant Office, National Oceanic and Atmospheric Administration, U.S. Department of Commerce and by contract 0015304 with the Office of Research, Georgia Department of Transportation. The authors thank the United States Army Corps of Engineers and the Marine Operations at Skidaway Institute of Oceanography for their assistance with data collection. The authors also express their appreciation to the anonymous reviewers whose valuable insights and feedback improved the quality of this manuscript.

Notation

The following symbols are used in this paper:
Ac
channel cross-sectional area (m2);
Ac,side
channel cross-sectional area on one side of ship (m2);
a
wave amplitude (cm);
B
ship beam (m);
CB
blockage ratio (–);
C1,2,6
Almström and Larson (2020) depression prediction equation coefficients (–);
c
wave celerity (m/s);
d
ship draft (m);
E
wave energy (J/m2);
E^
estimated wave energy (J/m2);
Fr
Froude number;
f
frequency (Hz);
g
gravitational acceleration (m/s2);
H
wave height (cm);
h
depth at instrument (m);
hc
mean channel depth (m);
hSC
shipping channel depth (m);
K
constrainment factor in Hochstein (1967) depression prediction equation (–);
k
wave number (m−1);
L
ship length (m);
P
pressure (kPa);
S
absolute ship speed (m/s);
S
relative ship speed (m/s);
T
wave period (s);
t
time (s);
t
time relative to depression (s);
V
tidal current (m/s);
V
alongshore component of tidal current (m/s);
v
midband velocity (cm/s);
|v^|
estimated wave velocity amplitude (cm/s);
wc
channel top width (m);
wc,side
channel top width from ship to shore (m);
xe,n
east and north coordinates of ship position (m);
y
cross-shore distance between the ship and the sensor (m);
α
primary wave driver parameter (–);
β
Hochstein (1967) depression prediction equation intermediate (–);
η
midband water surface fluctuations (cm);
|ηd|
depression magnitude (cm);
|ηd|^
predicted depression magnitude (cm);
|ηd|side
maximum depression magnitude on side of ship with top width wc,side (cm);
|ηd|0
depression magnitude computed from the Schijf equation [Eq. (13)] (cm);
ηs
primary wave surge (cm);
κ
Maynord (1996) depression prediction equation intermediate (–);
ξ
tidal stage (m); and
ρ
water density (kg/m2).

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 150Issue 5September 2024

History

Received: Sep 11, 2023
Accepted: Apr 22, 2024
Published online: Jun 24, 2024
Published in print: Sep 1, 2024
Discussion open until: Nov 24, 2024

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Postdoctoral Investigator, Applied Ocean Physics and Engineering, Woods Hole Oceanographic Institution, 266 Woods Hole Rd., Woods Hole, MA 02543 (corresponding author). ORCID: https://orcid.org/0000-0002-1676-625X. Email: [email protected]
Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Drive, Atlanta, GA 30332. ORCID: https://orcid.org/0000-0002-8120-5002. Email: [email protected]
Karen & John Huff School Chair and Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Drive, Atlanta, GA 30332. ORCID: https://orcid.org/0000-0002-3397-9222. Email: [email protected]

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