scientimate.pressureresponse#

Kp, f = scientimate.pressureresponse(f, h, heightfrombed, kCalcMethod='beji', dispout='no')

Description#

Calculate a pressure response factor

Inputs#

f

Frequency in (Hz)

h

Water depth in (m)

heightfrombed

Height from bed that Kp calculated at in (m)

kCalcMethod=’beji’
Wave number calculation method
‘hunt’: Hunt (1979), ‘beji’: Beji (2013), ‘vatankhah’: Vatankhah and Aghashariatmadari (2013)
‘goda’: Goda (2010), ‘exact’: calculate exact value
dispout=’no’
Define to display outputs or not (‘yes’: display, ‘no’: not display)
Note: inputs can be as a single value or a 1-D vertical array

Outputs#

Kp

Pressure response factor

f

Frequency (Hz)

Examples#

import scientimate as sm
import numpy as np

Kp,f=sm.pressureresponse(0.2,1,0.2,'beji','no')

Kp,f=sm.pressureresponse([0.2,0.25],[0.5,0.6],0.2,'exact','yes')

Kp,f=sm.pressureresponse(np.array([0.2,0.25]),np.array([0.5,0.6]),0.2,'exact','yes')

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.