Wave utils
get_cg
get_cg(k, h)
Returns the group velocity from the linear wave theory dispersion relation.
Parameters:
| Name | Type | Description | Default |
|---|---|---|---|
k
|
float or ndarray
|
Wavenumber (rad/m). Entries with k <= 0 return cg = 0. |
required |
h
|
float or ndarray
|
Water depth (m) |
required |
Returns:
| Name | Type | Description |
|---|---|---|
cg |
float or ndarray
|
Group velocity (m/s). Zero at any k <= 0 entry. |
Source code in src/pytoast/utils/wave_utils.py
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get_wavenumber
get_wavenumber(omega, h, max_iter=10, tol=1e-10)
Calculate wavenumber from the surface gravity wave dispersion relation using Newton's method.
Parameters:
| Name | Type | Description | Default |
|---|---|---|---|
omega
|
float or ndarray
|
Angular frequency (rad/s) |
required |
h
|
float or ndarray
|
Water depth (m) |
required |
max_iter
|
int
|
Maximum number of iterations |
10
|
tol
|
float
|
Convergence tolerance |
1e-10
|
Returns:
| Name | Type | Description |
|---|---|---|
k |
float or ndarray
|
Wavenumber (rad/m) |
Source code in src/pytoast/utils/wave_utils.py
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jones_monismith_correction
jones_monismith_correction(S_etaeta, S_pp, f, f_cutoff=0.5)
Apply Jones & Monismith (2007) correction for high frequency noise introduced by the pressure attenuation.
Parameters:
| Name | Type | Description | Default |
|---|---|---|---|
S_etaeta
|
ndarray
|
Sea surface elevation power spectral density (m^2/Hz) |
required |
S_pp
|
ndarray
|
Pressure power spectral density (dbar^2/Hz) |
required |
f
|
ndarray
|
Frequency array (Hz) |
required |
f_cutoff
|
float
|
Maximum frequency to consider for peak detection (Hz). If None, uses the full frequency range. |
0.5
|
Returns:
| Name | Type | Description |
|---|---|---|
S_etaeta_corrected |
ndarray
|
Corrected sea surface elevation power spectral density with f^-4 tail applied above 1.1 f_p |
Notes
The correction procedure: 1. Identifies the spectral peak in the pressure spectrum 2. Finds a cutoff frequency where the spectrum approaches the noise floor 3. Ensures cutoff is at least 1.1 times the peak frequency 4. Replaces spectrum above cutoff with theoretical f^-4 tail
References
Jones, N. L., & Monismith, S. G. (2007). Measuring short‐period wind waves in a tidally forced environment with a subsurface pressure gauge. Limnology and Oceanography: Methods, 5(10), 317-327.
Source code in src/pytoast/utils/wave_utils.py
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wave_stats
wave_stats(u, v, p, fs, mab, rho=WATER_DENSITY, band_definitions=None, sea_correction=True, f_cutoff=1.0, **kwargs)
Helper function for calculating all directional wave statistics
Parameters:
| Name | Type | Description | Default |
|---|---|---|---|
u
|
ndarray
|
u1 velocity (m/s) |
required |
v
|
ndarray
|
u2 velocity (m/s) |
required |
p
|
ndarray
|
Pressure (dbar) |
required |
fs
|
float
|
Sampling frequency (Hz) |
required |
mab
|
float
|
pressure sensor meters above bed |
required |
rho
|
float
|
Water density (kg/m^3) |
WATER_DENSITY
|
band_definitions
|
dict
|
Dictionary defining frequency bands for spectral sums of the form
Statistics for the full frequency range ( |
None
|
sea_correction
|
bool
|
Whether to apply Jones-Monismith correction for sea waves, by default True |
True
|
f_cutoff
|
float
|
Upper bound for spectral integration to avoid high frequency noise. Defaults to 1.0 Hz. |
1.0
|
**kwargs
|
Any
|
Additional arguments passed to spectral analysis functions |
{}
|
Returns:
| Type | Description |
|---|---|
dict
|
Dictionary of wave statistics. Scalar variables (e.g. |
References
Herbers, T. H. C., Elgar, S., & Guza, R. T. (1999). Directional spreading of waves in the nearshore. Journal of Geophysical Research: Oceans, 104(C4), 7683-7693.
Jones, N. L., & Monismith, S. G. (2007). Measuring short-period wind waves in a tidally forced environment with a subsurface pressure gauge. Limnology and Oceanography: Methods, 5(10), 317-327.
Kumar, N., Cahl, D. L., Crosby, S. C., & Voulgaris, G. (2017). Bulk versus spectral wave parameters: Implications on stokes drift estimates, regional wave modeling, and HF radars applications. Journal of Physical Oceanography, 47(6), 1413-1431.
Madsen, O. S. (1994). Spectral wave-current bottom boundary layer flows. In Coastal engineering 1994 (pp. 384-398).
Mei, C. C., Stiassnie, M. A., & Yue, D. K. P. (2005). Theory and applications of ocean surface waves: Part 1: linear aspects.
Wiberg, P. L., & Sherwood, C. R. (2008). Calculating wave-generated bottom orbital velocities from surface-wave parameters. Computers & Geosciences, 34(10), 1243-1262.
Source code in src/pytoast/utils/wave_utils.py
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