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    Field Measurements in the Kiel Canal, Germany: Ship Waves, Drawdown, and Sediment Transport

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
    Author:
    Marius Ulm
    ,
    Sebastian Niehüser
    ,
    Bernhard Kondziella
    ,
    Arne Arns
    ,
    Jürgen Jensen
    ,
    Klemens Uliczka
    DOI: 10.1061/(ASCE)WW.1943-5460.0000577
    Publisher: ASCE
    Abstract: Ship waves and ship-induced flows are the main hydrodynamic loads on waterway beds and embankments. However, the underlying physical processes are not yet understood fully. Recent field measurements, conducted in the Kiel Canal, Germany, allow a better understanding of these loads and the resulting (ship-induced) sediment transport. The measurements include high-resolution time series of pressure, three-dimensional flow velocities, and turbidity, collected using stationary as well as vessel-mounted sensors. The focus of this paper is on two aspects. First, existing drawdown estimation approaches are reviewed and validated against field measurements. Based on this, a new approach is derived to improve the general description of ship waves in confined waters. Second, a new approach to estimate the ship-induced sediment transport in the Kiel Canal is developed using turbidity and flow measurements and validated against dredging volumes. Our results show that about 10% of the total transported sediment volume in the Kiel Canal can be attributed to ship traffic, whereas the remaining volume is mainly transported during regular dewatering periods. This paper provides an empirical-based method to estimate ship-induced sediment transport in artificial waterways as basis for future canal management strategies.
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      Field Measurements in the Kiel Canal, Germany: Ship Waves, Drawdown, and Sediment Transport

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4264773
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMarius Ulm
    contributor authorSebastian Niehüser
    contributor authorBernhard Kondziella
    contributor authorArne Arns
    contributor authorJürgen Jensen
    contributor authorKlemens Uliczka
    date accessioned2022-01-30T19:09:54Z
    date available2022-01-30T19:09:54Z
    date issued2020
    identifier other%28ASCE%29WW.1943-5460.0000577.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4264773
    description abstractShip waves and ship-induced flows are the main hydrodynamic loads on waterway beds and embankments. However, the underlying physical processes are not yet understood fully. Recent field measurements, conducted in the Kiel Canal, Germany, allow a better understanding of these loads and the resulting (ship-induced) sediment transport. The measurements include high-resolution time series of pressure, three-dimensional flow velocities, and turbidity, collected using stationary as well as vessel-mounted sensors. The focus of this paper is on two aspects. First, existing drawdown estimation approaches are reviewed and validated against field measurements. Based on this, a new approach is derived to improve the general description of ship waves in confined waters. Second, a new approach to estimate the ship-induced sediment transport in the Kiel Canal is developed using turbidity and flow measurements and validated against dredging volumes. Our results show that about 10% of the total transported sediment volume in the Kiel Canal can be attributed to ship traffic, whereas the remaining volume is mainly transported during regular dewatering periods. This paper provides an empirical-based method to estimate ship-induced sediment transport in artificial waterways as basis for future canal management strategies.
    publisherASCE
    titleField Measurements in the Kiel Canal, Germany: Ship Waves, Drawdown, and Sediment Transport
    typeJournal Paper
    journal volume146
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000577
    page04020020
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2020:;Volume ( 146 ):;issue: 004
    contenttypeFulltext
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