Experimental study of pressure distributions due to the breaking wave impacts

Dogan Kisacik; Peter Troch; Philippe Van Bogaert

Experimental study of pressure distributions due to the breaking wave impacts

Dogan Kisacik, Peter Troch, Philippe Van Bogaert

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

Abstract

Results from wave impact tests are used to analyze the pressure distribution on a vertical structure with an overhanging horizontal cantilever slab. The structure faces two individual impacts, occurring sequentially on the vertical and horizontal parts. An expression is being proposed for the location of maximum pressures p_mux (z_mux) on the vertical part as a function of the wave steepness (H/L₀). The boundary conditions for occurring of high dynamic pressures are determined both on the vertical and horizontal part. Three different pressure distribution cases are proposed as SBW, BW and BWSAT according to the breaker type. For each breaker type, the local pressure ratio's P/13/Phi, Phi/Pvi, and VKIIVVX are analyzed, where p _hl, p_h2 and p_h3 are the local peak pressure at the SWL and top and bottom of the vertical part respectively, whereas, p _v1 is the local peak pressure on the horizontal part. Recommended profiles are calculated from local p_mux values.

Original language	English (US)
Title of host publication	Proceedings of the 33rd International Conference on Coastal Engineering 2012, ICCE 2012
State	Published - Dec 1 2012
Externally published	Yes
Event	33rd International Conference on Coastal Engineering 2012, ICCE 2012 - Santander, Spain Duration: Jul 1 2012 → Jul 6 2012

Publication series

Name	Proceedings of the Coastal Engineering Conference

Other

Other	33rd International Conference on Coastal Engineering 2012, ICCE 2012
Country	Spain
City	Santander
Period	7/1/12 → 7/6/12

Keywords

Breaking wave impact
Impact pressure and force
Vertical walls

ASJC Scopus subject areas

Civil and Structural Engineering
Ocean Engineering
Oceanography

Access to Document

Fingerprint Dive into the research topics of 'Experimental study of pressure distributions due to the breaking wave impacts'. Together they form a unique fingerprint.

Cite this

Kisacik, D., Troch, P., & Van Bogaert, P. (2012). Experimental study of pressure distributions due to the breaking wave impacts. In Proceedings of the 33rd International Conference on Coastal Engineering 2012, ICCE 2012 (Proceedings of the Coastal Engineering Conference).

Experimental study of pressure distributions due to the breaking wave impacts. / Kisacik, Dogan; Troch, Peter; Van Bogaert, Philippe.

Proceedings of the 33rd International Conference on Coastal Engineering 2012, ICCE 2012. 2012. (Proceedings of the Coastal Engineering Conference).

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

@inproceedings{3a37dec7b2f64236ba837ecddcd1d074,

title = "Experimental study of pressure distributions due to the breaking wave impacts",

abstract = "Results from wave impact tests are used to analyze the pressure distribution on a vertical structure with an overhanging horizontal cantilever slab. The structure faces two individual impacts, occurring sequentially on the vertical and horizontal parts. An expression is being proposed for the location of maximum pressures pmux (zmux) on the vertical part as a function of the wave steepness (H/L0). The boundary conditions for occurring of high dynamic pressures are determined both on the vertical and horizontal part. Three different pressure distribution cases are proposed as SBW, BW and BWSAT according to the breaker type. For each breaker type, the local pressure ratio's P/13/Phi, Phi/Pvi, and VKIIVVX are analyzed, where p hl, ph2 and ph3 are the local peak pressure at the SWL and top and bottom of the vertical part respectively, whereas, p v1 is the local peak pressure on the horizontal part. Recommended profiles are calculated from local pmux values.",

keywords = "Breaking wave impact, Impact pressure and force, Vertical walls",

author = "Dogan Kisacik and Peter Troch and {Van Bogaert}, Philippe",

year = "2012",

month = dec,

day = "1",

language = "English (US)",

isbn = "9780989661119",

series = "Proceedings of the Coastal Engineering Conference",

booktitle = "Proceedings of the 33rd International Conference on Coastal Engineering 2012, ICCE 2012",

note = "33rd International Conference on Coastal Engineering 2012, ICCE 2012 ; Conference date: 01-07-2012 Through 06-07-2012",

}

TY - GEN

T1 - Experimental study of pressure distributions due to the breaking wave impacts

AU - Kisacik, Dogan

AU - Troch, Peter

AU - Van Bogaert, Philippe

PY - 2012/12/1

Y1 - 2012/12/1

N2 - Results from wave impact tests are used to analyze the pressure distribution on a vertical structure with an overhanging horizontal cantilever slab. The structure faces two individual impacts, occurring sequentially on the vertical and horizontal parts. An expression is being proposed for the location of maximum pressures pmux (zmux) on the vertical part as a function of the wave steepness (H/L0). The boundary conditions for occurring of high dynamic pressures are determined both on the vertical and horizontal part. Three different pressure distribution cases are proposed as SBW, BW and BWSAT according to the breaker type. For each breaker type, the local pressure ratio's P/13/Phi, Phi/Pvi, and VKIIVVX are analyzed, where p hl, ph2 and ph3 are the local peak pressure at the SWL and top and bottom of the vertical part respectively, whereas, p v1 is the local peak pressure on the horizontal part. Recommended profiles are calculated from local pmux values.

AB - Results from wave impact tests are used to analyze the pressure distribution on a vertical structure with an overhanging horizontal cantilever slab. The structure faces two individual impacts, occurring sequentially on the vertical and horizontal parts. An expression is being proposed for the location of maximum pressures pmux (zmux) on the vertical part as a function of the wave steepness (H/L0). The boundary conditions for occurring of high dynamic pressures are determined both on the vertical and horizontal part. Three different pressure distribution cases are proposed as SBW, BW and BWSAT according to the breaker type. For each breaker type, the local pressure ratio's P/13/Phi, Phi/Pvi, and VKIIVVX are analyzed, where p hl, ph2 and ph3 are the local peak pressure at the SWL and top and bottom of the vertical part respectively, whereas, p v1 is the local peak pressure on the horizontal part. Recommended profiles are calculated from local pmux values.

KW - Breaking wave impact

KW - Impact pressure and force

KW - Vertical walls

UR - http://www.scopus.com/inward/record.url?scp=84884933700&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=84884933700&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:84884933700

SN - 9780989661119

T3 - Proceedings of the Coastal Engineering Conference

BT - Proceedings of the 33rd International Conference on Coastal Engineering 2012, ICCE 2012

T2 - 33rd International Conference on Coastal Engineering 2012, ICCE 2012

Y2 - 1 July 2012 through 6 July 2012

ER -