Modeling of on Shore Propagation of Random Water Waves

Joint Authors

Fasseih, Khaled M.
Fahmy, O.
Zaki, M. A.
El-Shabrawy, Mohamed M.

Source

ISRN Civil Engineering

Issue

Vol. 2011, Issue 2011 (31 Dec. 2011), pp.1-7, 7 p.

Publisher

Hindawi Publishing Corporation

Publication Date

2011-10-19

Country of Publication

Egypt

No. of Pages

7

Main Subjects

Civil Engineering

Abstract EN

Two numerical models are investigated to model random water waves (RWWs) transformation due to mild depth variation.

Modelling of steady on-shore propagation of small-amplitude RWWs is based on superposition principle of waves of different heights and directions.

Each component is simulated through either the parabolic model (PM) or the elliptic model (EM).

PM simulates weak refraction, diffraction, shoaling, and wave breaking.

EM simulates strong refraction, diffraction, and shoaling.

Both models neglect wave reflection.

Comparison between PM and EM, in test cases that are experimentally measured, proved that both models give good results for unidirectional and narrow-directional RWW.

However, EM is more accurate in modelling broad-directional RWWs.

American Psychological Association (APA)

Fasseih, Khaled M.& Fahmy, O.& El-Shabrawy, Mohamed M.& Zaki, M. A.. 2011. Modeling of on Shore Propagation of Random Water Waves. ISRN Civil Engineering،Vol. 2011, no. 2011, pp.1-7.
https://search.emarefa.net/detail/BIM-448297

Modern Language Association (MLA)

Fasseih, Khaled M.…[et al.]. Modeling of on Shore Propagation of Random Water Waves. ISRN Civil Engineering No. 2011 (2011), pp.1-7.
https://search.emarefa.net/detail/BIM-448297

American Medical Association (AMA)

Fasseih, Khaled M.& Fahmy, O.& El-Shabrawy, Mohamed M.& Zaki, M. A.. Modeling of on Shore Propagation of Random Water Waves. ISRN Civil Engineering. 2011. Vol. 2011, no. 2011, pp.1-7.
https://search.emarefa.net/detail/BIM-448297

Data Type

Journal Articles

Language

English

Notes

Includes bibliographical references

Record ID

BIM-448297