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.