A numerical model of cross-shore beach profile evolution: Theory, model development and applicability

Mohammad Tabasi, Mohsen Soltanpour, Ravindra Jayaratne, Tomoya Shibayama, Akio Okayasu

Research output: Contribution to journalConference article

Abstract

A practical numerical model was developed to simulate cross-shore profile evolution at two coastal sites in Iran. The model consists of three sub-models for calculating wave and current, sediment transport, and bed level changes. Validation and calibration of the model was carried out using the measured field data on the north and south coasts of Iran, where historic measurements of cross-shore beach profiles and wave conditions have been recorded. The model is formulated for calculating cross-shore sediment transports in and outside the surf zone by the product of time-averaged suspended sediment concentration under three different mechanisms and undertow velocity. The comparisons between the model results and field data show reasonable agreement for both coastal sites and will be capable of applying it to other coastal sites with modifications to the free parameters.

Original languageEnglish
JournalProceedings of the Coastal Engineering Conference
Volume36
Issue number2018
Publication statusPublished - 2018 Jan 1
Event36th International Conference on Coastal Engineering, ICCE 2018 - Baltimore, United States
Duration: 2018 Jul 302018 Aug 3

Keywords

  • Cross-shore profile evolution
  • Cross-shore sediment transport
  • Time-averaged suspended sediment concentration

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Ocean Engineering
  • Oceanography

Fingerprint Dive into the research topics of 'A numerical model of cross-shore beach profile evolution: Theory, model development and applicability'. Together they form a unique fingerprint.

  • Cite this