COASTAL BARRIER BREACHING: COMPARISON OF PHYSICAL AND NUMERICAL MODELS
(2006) International Coastal on Engineering Conference, 2006 p.2818-2830- Abstract
- Two movable-bed physical model experiments of breach growth in a sandy barrier were conducted in a 3.3-m wide, 64-m long flume with a wave generator capable of generating 0.5 m waves. Breaching was initiated both without waves (Case BR1) and with waves (Case BR2) in separate tests by maintaining a head across the barrier. Breach channel deepening was controlled by the head difference across the barrier. Breach widening was found to occur primarily through episodic avalanching. The avalanched material was transported by the rapid flow both along the breach channel and transverse to the flow. In the presence of waves, breach widening was accelerated and dominated by swash processes. The numerical model of Kraus and Hayashi (2005) was... (More)
- Two movable-bed physical model experiments of breach growth in a sandy barrier were conducted in a 3.3-m wide, 64-m long flume with a wave generator capable of generating 0.5 m waves. Breaching was initiated both without waves (Case BR1) and with waves (Case BR2) in separate tests by maintaining a head across the barrier. Breach channel deepening was controlled by the head difference across the barrier. Breach widening was found to occur primarily through episodic avalanching. The avalanched material was transported by the rapid flow both along the breach channel and transverse to the flow. In the presence of waves, breach widening was accelerated and dominated by swash processes. The numerical model of Kraus and Hayashi (2005) was assessed through comparison to measurements. The analysis furthered understanding of breach processes and identified several enhancements to improve predictive capability of the numerical model. (Less)
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/750515
- author
- Wamsley, Ty V. ; Kraus, Nicholas C. ; Larson, Magnus LU ; Hanson, Hans LU and Connell, Kenneth J.
- organization
- publishing date
- 2006
- type
- Chapter in Book/Report/Conference proceeding
- publication status
- published
- subject
- host publication
- [Host publication title missing]
- pages
- 2818 - 2830
- conference name
- International Coastal on Engineering Conference, 2006
- conference location
- San Diego, California, United States
- conference dates
- 2006-09-03 - 2006-09-08
- external identifiers
-
- scopus:84873035115
- DOI
- 10.1142/9789812709554_0238
- language
- English
- LU publication?
- yes
- id
- bdfa06cc-247f-4cdb-9e28-f1a04c1104cd (old id 750515)
- date added to LUP
- 2016-04-04 14:37:27
- date last changed
- 2022-01-30 02:17:17
@inproceedings{bdfa06cc-247f-4cdb-9e28-f1a04c1104cd, abstract = {{Two movable-bed physical model experiments of breach growth in a sandy barrier were conducted in a 3.3-m wide, 64-m long flume with a wave generator capable of generating 0.5 m waves. Breaching was initiated both without waves (Case BR1) and with waves (Case BR2) in separate tests by maintaining a head across the barrier. Breach channel deepening was controlled by the head difference across the barrier. Breach widening was found to occur primarily through episodic avalanching. The avalanched material was transported by the rapid flow both along the breach channel and transverse to the flow. In the presence of waves, breach widening was accelerated and dominated by swash processes. The numerical model of Kraus and Hayashi (2005) was assessed through comparison to measurements. The analysis furthered understanding of breach processes and identified several enhancements to improve predictive capability of the numerical model.}}, author = {{Wamsley, Ty V. and Kraus, Nicholas C. and Larson, Magnus and Hanson, Hans and Connell, Kenneth J.}}, booktitle = {{[Host publication title missing]}}, language = {{eng}}, pages = {{2818--2830}}, title = {{COASTAL BARRIER BREACHING: COMPARISON OF PHYSICAL AND NUMERICAL MODELS}}, url = {{http://dx.doi.org/10.1142/9789812709554_0238}}, doi = {{10.1142/9789812709554_0238}}, year = {{2006}}, }