DESIGN SCENARIOS FOR COASTAL PROTECTION STRUCTURES ON THE GERMAN BALTIC SEA COAST

2009 ◽  
Author(s):  
Gerd Bruss ◽  
Nestor Jimenez ◽  
Hartmut Eiben ◽  
Michael Heinrichs ◽  
Jens Riemer ◽  
...  
Keyword(s):  
Baltic Sea ◽  
Coastal Protection ◽  
Sea Coast ◽  
Protection Structures

Fish as a winter reservoir for Vibrio spp. in the southern Baltic Sea coast

2021 ◽  
pp. 103574
Author(s):  
Lars Möller ◽  
Bernd Kreikemeyer ◽  
Gunnar Gerdts ◽  
Günter Jost ◽  
Matthias Labrenz
Keyword(s):  
Baltic Sea ◽  
Southern Baltic Sea ◽  
Southern Baltic ◽  
Vibrio Spp ◽  
Sea Coast

scholarly journals Regional economic analysis of flood defence heights at the German Baltic Sea coast: A multi-method cost-benefit approach for flood prevention

2021 ◽  
Vol 32 ◽  
pp. 100289
Author(s):  
Thomas van der Pol ◽  
Jochen Hinkel ◽  
Jan Merkens ◽  
Leigh MacPherson ◽  
Athanasios T. Vafeidis ◽  
...  
Keyword(s):  
Economic Analysis ◽  
Baltic Sea ◽  
Cost Benefit ◽  
Regional Economic ◽  
Flood Prevention ◽  
Regional Economic Analysis ◽  
Flood Defence ◽  
Sea Coast

scholarly journals Comparison of three airborne laser bathymetry data sets for monitoring the German Baltic Sea Coast

2015 ◽  
Author(s):  
Yujin Song ◽  
Joachim Niemeyer ◽  
Wilfried Ellmer ◽  
Uwe Soergel ◽  
Christian Heipke
Keyword(s):  
Baltic Sea ◽  
Data Sets ◽  
Airborne Laser ◽  
Sea Coast

Performance of Light Coastal Structures Under Normal and High Water Conditions

1975 ◽  
Vol 2 (4) ◽  
pp. 381-391 ◽  
Author(s):  
J. W. Kamphuis
Keyword(s):  
Lake Erie ◽  
High Water ◽  
Water Levels ◽  
Coastal Protection ◽  
Coastal Structures ◽  
Water Conditions ◽  
Protection Structures

A number of lightweight coastal protection structures, built on the Lake Erie shore are discussed in this paper. There were two constraints on the design; limited funds and a very precarious downdrift beach. Thus the structures were inexpensive and the protection was low-key to prevent damage downdrift. In 1972–1974 these structures were subjected to a combination of large waves and high water levels and thus they were tested well beyond their design limits.The paper discusses the structures, their performance under normal conditions, and their performance during and after the abnormally high water levels. It is found that inexpensive, low-key structures are sufficiently strong to survive normal conditions, but fail by overtopping and flanking under conditions beyond their low design limits.

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