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A platform for research: civil engineering, architecture and urbanism
Extended mild-slope equation for random waves
AbstractA time-dependent extended mild-slope equation is derived from the elliptic equation of Chamberlain and Porter [J. Fluid Mech. 291 (1995) 393] using the Taylor series technique. Numerical tests are made on a horizontally one-dimensional case for regular waves over sloping beds and for both regular and irregular waves over a ripple patch. Numerical results prove that the proposed model gives accurate results for both regular and irregular waves over rapidly varying topography.
Extended mild-slope equation for random waves
AbstractA time-dependent extended mild-slope equation is derived from the elliptic equation of Chamberlain and Porter [J. Fluid Mech. 291 (1995) 393] using the Taylor series technique. Numerical tests are made on a horizontally one-dimensional case for regular waves over sloping beds and for both regular and irregular waves over a ripple patch. Numerical results prove that the proposed model gives accurate results for both regular and irregular waves over rapidly varying topography.
Extended mild-slope equation for random waves
Lee, Changhoon (author) / Kim, Gunwoo (author) / Suh, Kyung-Duck (author)
Coastal Engineering ; 48 ; 277-287
2003-05-07
11 pages
Article (Journal)
Electronic Resource
English
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