scientimate.waveorbitalvelocity#
Uw, A, Uwb, Ab = scientimate.waveorbitalvelocity(h, H, T, z, kCalcMethod='beji')
Description#
Calculate maximum wave orbital velocity (Uw), and maximum wave orbital excursion using linear wave theory
Inputs#
- h
Water depth in (m)
- H
- Wave height in (m), H can be approximated and replaced by Hrms for random wavesHrms: root mean square wave height, Hrms=Hm0/sqrt(2)=Hs/sqrt(2)Hm0: zero moment wave height, Hs: significant wave height
- T
- Wave period in (s), T can be approximated and replaced by mean wave period for random wavesIf peak wave frequency (Tp) is used, calculated values represent peak wave
- z
Vertical elevation from water surface (z=0 at water surface, z=-h at the bed)
- kCalcMethod=’beji’
- Wave number calculation method‘hunt’: Hunt (1979), ‘beji’: Beji (2013), ‘vatankhah’: Vatankhah and Aghashariatmadari (2013)‘goda’: Goda (2010), ‘exact’: calculate exact valueNote: inputs can be as a single value or a 1-D vertical array
Outputs#
- Uw
Maximum wave orbital velocity at elevation z in (m/s)
- A
Maximum wave orbital excursion at elevation z in (m)
- Uwb
Wave orbital velocity at bed in (m/s)
- Ab
Wave orbital excursion at bed in (m)
Examples#
import scientimate as sm
import numpy as np
Uw,A,Uwb,Ab=sm.waveorbitalvelocity(1,0.5,3,0.2,'beji')
Uw,A,Uwb,Ab=sm.waveorbitalvelocity([1,1.1],[0.5,0.6],[3,3.1],[0.2,0.3],'exact')
Uw,A,Uwb,Ab=sm.waveorbitalvelocity(np.array([1,1.1]),np.array([0.5,0.6]),np.array([3,3.1]),np.array([0.2,0.3]),'exact')
References#
Beji, S. (2013). Improved explicit approximation of linear dispersion relationship for gravity waves. Coastal Engineering, 73, 11-12.
Goda, Y. (2010). Random seas and design of maritime structures. World scientific.
Hunt, J. N. (1979). Direct solution of wave dispersion equation. Journal of the Waterway Port Coastal and Ocean Division, 105(4), 457-459.
Vatankhah, A. R., & Aghashariatmadari, Z. (2013). Improved explicit approximation of linear dispersion relationship for gravity waves: A discussion. Coastal engineering, 78, 21-22.