Demolition of a Deep Sea Quay Wall in Rotterdam

Conference Paper (2016)
Author(s)

Erik Broos (Port of Rotterdam)

Tim Schmidt (Port of Rotterdam)

Wim Hoebee (Port of Rotterdam)

Jarit De Gijt (TU Delft - Civil Engineering & Geosciences)

Research Group
Hydraulic Structures and Flood Risk
More Info
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Publication Year
2016
Language
English
Research Group
Hydraulic Structures and Flood Risk
Pages (from-to)
782-791
Publisher
American Society of Civil Engineers (ASCE)
ISBN (electronic)
9780784479919
Event
14th Triennial International Conference on Ports 2016 (2016-06-12 - 2016-06-15), New Orleans, United States
Downloads counter
198

Abstract

The rapid development in containership dimensions creates a huge challenge for ports. But for one port basin in Rotterdam this challenge was too big. The nautical restrictions for the Amazonehaven would start at such moderate conditions that the basin would be closed for ultra large container ships (ULCS) about a 100 days a year. As this basin contains more than 60 percent of the deep sea quay length at ECT Delta Terminal, Europe's largest container terminal, the Port of Rotterdam Authority decided to widen the basin by demolishing the opposite bulk quay wall. In this way vessels up to 18,000 TEU (twenty foot equivalent unit) have access up to 6 Beaufort wind speed.

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