Reef Breakwater Wave-Attenuation and Stability Tests, Burns Waterway Harbor, Indiana: Fid-Bau Portal

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Reef Breakwater Wave-Attenuation and Stability Tests, Burns Waterway Harbor, Indiana

R. D. Carver / B. J. Wright

A two-dimensional model study of a proposed reef breakwater for protection of the existing, damage-prone, rubble-mound breakwater at Burns Waterway Harbor was conducted. Sufficient 1:36-scale undistorted flume tests were conducted such that an optimum submerged reef could be selected. Specifically, it was desired to quantify performance (stability transmission response) in terms of structure height and width, location relative to the existing breakwater, and stone size and gradation. Seven improvement plans were considered. All significantly improved stability of the existing breakwater and reduced transmitted wave heights to some extent.

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Reef Breakwater Wave-Attenuation and Stability Tests, Burns Waterway Harbor, Indiana

R. D. Carver / B. J. Wright

A two-dimensional model study of a proposed reef breakwater for protection of the existing, damage-prone, rubble-mound breakwater at Burns Waterway Harbor was conducted. Sufficient 1:36-scale undistorted flume tests were conducted such that an optimum submerged reef could be selected. Specifically, it was desired to quantify performance (stability transmission response) in terms of structure height and width, location relative to the existing breakwater, and stone size and gradation. Seven improvement plans were considered. All significantly improved stability of the existing breakwater and reduced transmitted wave heights to some extent.

Reef Breakwater Wave-Attenuation and Stability Tests, Burns Waterway Harbor, Indiana

R. D. Carver / B. J. Wright

A two-dimensional model study of a proposed reef breakwater for protection of the existing, damage-prone, rubble-mound breakwater at Burns Waterway Harbor was conducted. Sufficient 1:36-scale undistorted flume tests were conducted such that an optimum submerged reef could be selected. Specifically, it was desired to quantify performance (stability transmission response) in terms of structure height and width, location relative to the existing breakwater, and stone size and gradation. Seven improvement plans were considered. All significantly improved stability of the existing breakwater and reduced transmitted wave heights to some extent.

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Titel:

Reef Breakwater Wave-Attenuation and Stability Tests, Burns Waterway Harbor, Indiana

Beteiligte:

R. D. Carver (Autor:in) / B. J. Wright (Autor:in)

Erscheinungsdatum:

1995

Format / Umfang:

64 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Civil Engineering , Wave propagation , Attenuation , Breakwaters , Hydraulic models , Reefs , Lake waves , Test and evaluation , Stability , Optimization , Damage control , Structures , Transmittance , Response , Height , Indiana , Burns waterway harbor(Indiana)

Ähnliche Titel

Reef Breakwater Wave-Attenuation and Stability Tests, Burns Waterway Harbor, Indiana

Carver, Robert D. / Wright, Brenda J. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1995

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Rubble-mound breakwater wave-attenuation and stability tests, Burns Waterway Harbor, Indiana

Carver, Robert D. / Dubose, Willie G. / Wright, Brenda J. et al. | UB Braunschweig | 1993

Rubble-Mound Breakwater Wave-Attenuation and Stability Tests Burns Waterway Harbor, Indiana

Carver, R. D. / Davidson, D. D. / Mortiz, H. et al. | British Library Conference Proceedings | 1995

Reef Breakwater Design for Burns Waterway Harbor, Indiana

H. F. Acuff / R. R. Bottin | NTIS | 1995

Rubble-mound breakwater wave-attenuation and stability tests, Burns Waterway Harbor, Indiana

Carver, Robert D. / Dubose, Willie G. / Wright, Brenda J. et al. | TIBKAT | 1993