Response of sand bar at a jettied river entrance to perpendicular waves

Tu Trong Nguyen; Hitoshi Tanaka

doi:10.1142/9789812709554_0231

Response of sand bar at a jettied river entrance to perpendicular waves

Tu Trong Nguyen, Hitoshi Tanaka

ENG - Civil and Environmental Engineering

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

1 Citation (Scopus)

Abstract

Perpendicular waves inducing sand bar formation dominate the main factor in case the river discharge can be neglected at a jettied river entrance. Under the action of perpendicular waves, sediment is transported and deposited at the jettied river entrance, which forms the sand bars at this area. The development of sand bar relates closely to incident waves and water depth at the mouth. Considering the height of sand bar and water depth at the mouth, this paper presents results of the experimental study on sand bar formation under the action of perpendicular waves. A demarcation between emerged and submerged bar was proposed for classifying the formation of sand bar.

Original language	English
Title of host publication	Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006
Publisher	American Society of Civil Engineers (ASCE)
Pages	2737-2749
Number of pages	13
ISBN (Print)	9789812706362
DOIs	https://doi.org/10.1142/9789812709554_0231
Publication status	Published - 2007
Event	30th International Conference on Coastal Engineering, ICCE 2006 - San Diego, CA, United States Duration: 2006 Sep 3 → 2006 Sep 8

Publication series

Name	Proceedings of the Coastal Engineering Conference
ISSN (Print)	0161-3782

Other

Other	30th International Conference on Coastal Engineering, ICCE 2006
Country	United States
City	San Diego, CA
Period	06/9/3 → 06/9/8

ASJC Scopus subject areas

Civil and Structural Engineering
Ocean Engineering
Oceanography

Access to Document

10.1142/9789812709554_0231

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Cite this

Nguyen, T. T., & Tanaka, H. (2007). Response of sand bar at a jettied river entrance to perpendicular waves. In Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006 (pp. 2737-2749). (Proceedings of the Coastal Engineering Conference). American Society of Civil Engineers (ASCE). https://doi.org/10.1142/9789812709554_0231

Response of sand bar at a jettied river entrance to perpendicular waves. / Nguyen, Tu Trong; Tanaka, Hitoshi.

Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006. American Society of Civil Engineers (ASCE), 2007. p. 2737-2749 (Proceedings of the Coastal Engineering Conference).

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

Nguyen, TT & Tanaka, H 2007, Response of sand bar at a jettied river entrance to perpendicular waves. in Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006. Proceedings of the Coastal Engineering Conference, American Society of Civil Engineers (ASCE), pp. 2737-2749, 30th International Conference on Coastal Engineering, ICCE 2006, San Diego, CA, United States, 06/9/3. https://doi.org/10.1142/9789812709554_0231

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abstract = "Perpendicular waves inducing sand bar formation dominate the main factor in case the river discharge can be neglected at a jettied river entrance. Under the action of perpendicular waves, sediment is transported and deposited at the jettied river entrance, which forms the sand bars at this area. The development of sand bar relates closely to incident waves and water depth at the mouth. Considering the height of sand bar and water depth at the mouth, this paper presents results of the experimental study on sand bar formation under the action of perpendicular waves. A demarcation between emerged and submerged bar was proposed for classifying the formation of sand bar.",

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