2016
DOI: 10.5604/12307424.1223968
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Bottom structure of selected basins in The Port of Gdynia

Abstract: Bottom structure of the basins in the Port of Gdynia, Poland, was analysed based on the archival materials of the Department of Operational Oceanography of Marine Institute in Gdańsk, particularly seismic profiles and macroscopic descriptions of sediment cores. Seismic profiling and core collection were performed in selected basins and within the fairway. The rich source material was used to draw a detailed bathymetric map of the bottom of the basins, a map of surface sediments, and a synthetic geological cros… Show more

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Cited by 2 publications
(4 citation statements)
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“…The Przekop Wisły is a canal excavated in 1895 to enable unconstrained flow of waters in order to prevent floods associated with the impeded run-off of river waters flowing on a significant stretch along the shore (Wróblewski et al 2015;Rudowski et al 2017). The length of the canal (from Świbno to its mouth) is 3.4 km, its width is 420-450 m, and its depth is up to 7 m. It is a characteristic model of a rectilinear river with stable banks, a variable flow with a usual speed of around 1 m/s (depending on the state of the Vistula river and the sea conditions).…”
Section: Przekop Wisły Areamentioning
confidence: 99%
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“…The Przekop Wisły is a canal excavated in 1895 to enable unconstrained flow of waters in order to prevent floods associated with the impeded run-off of river waters flowing on a significant stretch along the shore (Wróblewski et al 2015;Rudowski et al 2017). The length of the canal (from Świbno to its mouth) is 3.4 km, its width is 420-450 m, and its depth is up to 7 m. It is a characteristic model of a rectilinear river with stable banks, a variable flow with a usual speed of around 1 m/s (depending on the state of the Vistula river and the sea conditions).…”
Section: Przekop Wisły Areamentioning
confidence: 99%
“…A part of the surveys carried out in order to assess the possibility of occurrence of an unconstrained flow of spate waters (precipitation waters, ice blockages) and to prevent flood hazards in the Żuławy area was presented by Lisimenka et al (2015) and Rudowski et al (2017).…”
Section: Przekop Wisły Areamentioning
confidence: 99%
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