Subtitle:

Geographia Polonica Vol. 95 No. 4 (2022)

Publisher:

IGiPZ PAN

Place of publishing:

Warszawa

Description:

24 cm

Abstract:

The variation of water velocity in an artificial dam reservoir is influenced not only by the inflow discharge, but also by the bathymetry of the reservoir and the water level at the dam. The depiction of spatially complex variations in flow velocity through a reservoir would not be possible without the use of hydrodynamic models. A reliable hydrodynamic model of the reservoir is an effective tool for predicting and analyzing changes in the reservoir geoecosystem in an age of changing climate and risk of water stress. A depth-averaged two-dimensional AdH model was used to visualize the hydrodynamics of the Włocławek Reservoir. Running the model for eight different hydrological conditions delivered consistent results and allowed to calibrate the model parameters. Additionally, it provided a way to verify the data regarding the rating curve of the Vistula River upstream the reservoir.

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Relation:

Geographia Polonica

Volume:

95

Issue:

4

Start page:

371

End page:

386

Detailed Resource Type:

Artykuł

Resource Identifier:

oai:rcin.org.pl:237285 ; doi:10.7163/GPol.0241 ; 0016-7282 (print) ; 2300-7362 (online) ; 10.7163/GPol.0241

Source:

CBGiOS. IGiPZ PAN, sygn.: Cz.2085, Cz.2173, Cz.2406 ; click here to follow the link

Language:

eng

Language of abstract:

eng

Rights:

Licencja Creative Commons Uznanie autorstwa 4.0

Terms of use:

Zasób chroniony prawem autorskim. [CC BY 4.0 Międzynarodowe] Korzystanie dozwolone zgodnie z licencją Creative Commons Uznanie autorstwa 4.0, której pełne postanowienia dostępne są pod adresem: ; -

Digitizing institution:

Instytut Geografii i Przestrzennego Zagospodarowania Polskiej Akademii Nauk

Original in:

Centralna Biblioteka Geografii i Ochrony Środowiska Instytutu Geografii i Przestrzennego Zagospodarowania PAN

Projects co-financed by:

Unia Europejska. Europejski Fundusz Rozwoju Regionalnego ; Program Operacyjny Innowacyjna Gospodarka, lata 2010-2014, Priorytet 2. Infrastruktura strefy B + R

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