Difference between revisions of "Charlottenburg wave-protected shallow"

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==Site description==
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This artificial structure provides a shallow water body along the bank line protected from boat wave wash by a sheet pile wall. This wall has trapezoidal 11 x 5 x 1.5 m (upper x lower width x depth) openings every 29.5 m with gabions behind to protect the littoral from parallel currents. The whole bank structure is 264 m long. This kind of artificial, shallow, wave-protected bank structure increases the construction costs by 8–15% compared with the most expensive standard embankment (H. Bogumil, WNA,personal communication).
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==Measures selection==
 
==Measures selection==
  

Revision as of 14:41, 8 April 2010

Charlottenburg wave-protected shallow


Factsheet: Charlottenburg wave-protected shallow

General
Country DE
River Name Spree
Site Name Charlottenburg wave-protected shallow
River Characterisation
    River typology
    Location (Lat Lon) 52.5294610928728, 13.2736623287201
    Altitude lowland: < 200 m
    Catchment area large: > 1000 - 10000 km2
    Geology Siliceous
    National code/
    River type name
    Type 15: mid-sized and large sand and loam-dominated lowland river
    Hydromorphological quality elements

    Biological quality elements
    Ecosystem Services
    EU Directives
    Pressures
    Measures
    Other
    Project size 1 ha
    Approximate costs 100 000 - 1 000 000 Euros
    Synergy yes macrophytes invertebrates
    Status Realised
    Period of realization 2004
    Evaluation Ecological change
    Implemented by Water and Navigation Authority


    Key features of the case study

    This artificial structure provides a shallow water body along the bank line protected from boat wave wash by a sheet pile wall. This wall has trapezoidal 11 x 5 x 1.5 m (upper x lower width x depth) openings every 29.5 m with gabions behind to protect the littoral from parallel currents. The whole bank structure is 264 m long. This kind of artificial, shallow, wave-protected bank structure increases the construction costs by 8–15% compared with the most expensive standard embankment (H. Bogumil, WNA,personal communication).

    Measures selection

    Success criteria

    Ecological response

    Hydromorphological response

    Monitoring before and after implementation of the project

    Socio-economic aspects

    Contact person within the organization

    Extra background information

    Wolter, C. (2010) Functional vs scenic restoration – challenges to improve fish and fisheries in urban waters. Fisheries Management and Ecology 17: 176-185.

    Related Measures

    Related Pressures