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Improved Algorithm for Stream Function Wave Theory
Publisher: American Society of Civil Engineers
Abstract: The theoretical prediction of water particle kinematics and pressure field under a progressive periodic wave in the laboratory requires the use of a suitable wave theory. An improved asymmetric stream function algorithm ...
Kinematics Prediction by Stokes and Fourier Wave Theories
Publisher: American Society of Civil Engineers
Abstract: Recent laboratory measurements of wave kinematics indicate that the horizontal velocity under the crest is smaller than that under the trough in the range of intermediate to deep water waves. The mathematically correct ...
Erratum:
Publisher: American Society of Civil Engineers
Stream Function Wave Theory with Profile Constraints
Publisher: American Society of Civil Engineers
Abstract: Numerical stream function wave theory with inclusion of inequality profile constraints is presented in this paper. This theory is applicable to waves in shallow to intermediate to deep waters with a coflowing Eulerian ...
Vortex‐Induced Loadings on Taut Cables with PET Shrouds
Publisher: American Society of Civil Engineers
Abstract: The hydrodynamic forces on taut nylon cable segments with PET shrouds in steady uniform flows are determined experimentally. Commercial 1.25 L (polyethylene terephthalate (PET) bottles are used as shroud material; the cable ...
Wave Interference Effects by Finite Element Method
Publisher: American Society of Civil Engineers
Abstract: A numerical procedure is presented for computing wave interference effects on multiple, surface‐piercing rigid structures in an ocean of finite depth by the finite element method (FEM). Viscous effects are neglected and ...
FEM Solution of 3‐D Wave Interference Problems
Publisher: American Society of Civil Engineers
Abstract: A numerical procedure for predicting wave diffraction, wave radiation, and body responses of multiple 3‐D bodies of arbitrary shape is described. Viscous effects are neglected, and the hydrodynamic pressure forces are ...