### Abstract

Simple formulas to predict time-averaged suspended sediment concentration are formulated using steady diffusion equation. Empirical formulas are developed to compute reference concentration (boundary condition) and diffusion coefficient. For suspended sediment concentration in the field, the same formulas with regular wave condition can be applied by using root mean square wave height and average wave period. Total 139 data sets are used for calibration of empirical formulas and 175 data sets are used for verification.

Original language | English |
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Title of host publication | Proceedings of the Coastal Engineering Conference |

Publisher | ASCE |

Pages | 2813-2827 |

Number of pages | 15 |

Volume | 3 |

Publication status | Published - 1995 |

Externally published | Yes |

Event | Proceedings of the 24th International Conference on Coastal Engineering. Part 1 (of 3) - Kobe, Jpn Duration: 1994 Oct 23 → 1994 Oct 28 |

### Other

Other | Proceedings of the 24th International Conference on Coastal Engineering. Part 1 (of 3) |
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City | Kobe, Jpn |

Period | 94/10/23 → 94/10/28 |

### Fingerprint

### ASJC Scopus subject areas

- Ocean Engineering

### Cite this

*Proceedings of the Coastal Engineering Conference*(Vol. 3, pp. 2813-2827). ASCE.

**Suspended sediment concentration profiles under non-breaking and breaking waves.** / Winyu, Rattanapitikon; Shibayama, Tomoya.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

*Proceedings of the Coastal Engineering Conference.*vol. 3, ASCE, pp. 2813-2827, Proceedings of the 24th International Conference on Coastal Engineering. Part 1 (of 3), Kobe, Jpn, 94/10/23.

}

TY - GEN

T1 - Suspended sediment concentration profiles under non-breaking and breaking waves

AU - Winyu, Rattanapitikon

AU - Shibayama, Tomoya

PY - 1995

Y1 - 1995

N2 - Simple formulas to predict time-averaged suspended sediment concentration are formulated using steady diffusion equation. Empirical formulas are developed to compute reference concentration (boundary condition) and diffusion coefficient. For suspended sediment concentration in the field, the same formulas with regular wave condition can be applied by using root mean square wave height and average wave period. Total 139 data sets are used for calibration of empirical formulas and 175 data sets are used for verification.

AB - Simple formulas to predict time-averaged suspended sediment concentration are formulated using steady diffusion equation. Empirical formulas are developed to compute reference concentration (boundary condition) and diffusion coefficient. For suspended sediment concentration in the field, the same formulas with regular wave condition can be applied by using root mean square wave height and average wave period. Total 139 data sets are used for calibration of empirical formulas and 175 data sets are used for verification.

UR - http://www.scopus.com/inward/record.url?scp=0029218276&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0029218276&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0029218276

VL - 3

SP - 2813

EP - 2827

BT - Proceedings of the Coastal Engineering Conference

PB - ASCE

ER -