DESIGN OF VERTICAL WALLS AGAINST STORM SURGE

C. Miller; H. Oumeraci; A. Kortenhaus

doi:10.9753/icce.v25.%p

No. 25 (1996), Conference Proceedings

No. 25 (1996)

DESIGN OF VERTICAL WALLS AGAINST STORM SURGE

Conference Proceedings

https://doi.org/10.9753/icce.v25.%25p

Published 1996-01-29

C. Miller⁺⁻
H. Oumeraci⁺⁻
A. Kortenhaus⁺⁻

C. Miller

Wirtschaftsbehorde Strom- und Hafenbau, Hamburg

H. Oumeraci

LeichtweiB-Institut, TU Braunschweig

A. Kortenhaus

LeichtweiB-Institut, TU Braunschweig

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Keywords

surge
vertical wall
storm

How to Cite

Miller, C., Oumeraci, H., & Kortenhaus, A. (1996). DESIGN OF VERTICAL WALLS AGAINST STORM SURGE. Coastal Engineering Proceedings, 1(25). https://doi.org/10.9753/icce.v25.%p

Abstract

A concept for the design of high water protection (HWP) walls under storm surge conditions has been developed and is applied to the geometry found in the harbour of Hamburg, Germany. However, the design methods used have been generalized so that they may be used for a wide range of cases with similar geometries. Many gaps in standard design formulae have been filled by developing engineering approaches or formulae as reflection by steep berms, new breaker criterion, design formulae for impact breakers, reduction of loads by overtopping and soil pressure distribution in front of the wall.

https://doi.org/10.9753/icce.v25.%25p

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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DESIGN OF VERTICAL WALLS AGAINST STORM SURGE

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