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Ministry points: Help
| Year | Points | List |
|---|---|---|
| Year 2024 | 5 | Journal not listed on ministry scored journal list 2024 |
| Year | Points | List |
|---|---|---|
| 2024 | 5 | Journal not listed on ministry scored journal list 2024 |
| 2023 | 5 | Not listed on the ministry scored journals list 2023 |
| 2022 | 5 | Not listed on the ministry scored journals list (2019-2022) |
| 2021 | 5 | Not listed on the ministry scored journals list (2019-2022) |
| 2020 | 5 | Not listed on the ministry scored journals list (2019-2022) |
| 2019 | 5 | Not listed on the ministry scored journals list (2019-2022) |
| 2018 | 10 | B |
| 2017 | 10 | B |
| 2016 | 10 | B |
| 2015 | 10 | B |
| 2014 | 6 | B |
| 2013 | 6 | B |
| 2012 | 6 | B |
| 2011 | 6 | B |
Points CiteScore:
| Year | Points |
|---|---|
| Year 2022 | 0.3 |
| Year | Points |
|---|---|
| 2022 | 0.3 |
| 2021 | 0.7 |
| 2020 | 0.6 |
| 2019 | 0.9 |
| 2018 | 1 |
| 2017 | 0.7 |
| 2016 | 0.5 |
| 2015 | 0.3 |
| 2014 | 0.4 |
| 2013 | 0.5 |
| 2012 | 1.4 |
Impact Factor:
Papers published in journal
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total: 14
Catalog Journals
Year 2020
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Shallow Water Equations as a Mathematical Model of Whitewater Course Hydrodynamics
PublicationPredicting the positions of local hydraulic phenomena, as well as accurately esti-mating the depth and velocity of the water flow are necessary to correctly config-ure a whitewater canoeing course. Currently, a laboratory and full 3D CFD model-ing are typically used in the design process to meet these needs. The article points to another possibility which can be useful at the preliminary stage of the design. The authors show that...
Year 2018
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An Experimental Investigation of Pressure Wave Celerity During the Transient Slurry Flow
PublicationTransportation of slurries in pressure pipelines is an example of a complex flow due to specific parameters of transported medium. For practitioners, the economy of designing and maintenance is usually the most important factor. For this reason, most of hydrotransport installations are fairly simple; however, they become more vulnerable to negative effects of the transient flow which can occur in pressure pipelines. As the consequence,...
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Numerical Modeling of Water and Ice Dynamics for Analysis of Flow Around the Kiezmark Bridge Piers
PublicationThis paper presents the results of a numerical model study on the effect of ice on the proposed bridge piers in the Vistula River outlet and its effect on flow conditions in the river. The model DynaRICE is used in this study, which is a two-dimensional hydro-ice dynamic numerical model developed for dynamic ice transport and jamming in rivers. To simulate river hydrodynamics in the vicinity of the bridge piers, 2-dimensional numerical...
Year 2016
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Modeling of Ice Passage Through Reservoirs System on the Vistula River
PublicationNumerical model was used to assess ice passage through proposed reservoir on the lower Vistula River. Model results were compared with observation on the Vistula River, but because the dam is not constructed yet, the direct comparison was not possible. The study focused on ice movement and accumulation in the reservoir for variety of low flow condition with and without wind effect. Bridge’s piers in the upper part of the reservoir...
Year 2015
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Characteristics of the Hydrophytes Method
Publication.
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Dewatering of Sewage Sludge Dewatering in Reed Systems
Publication.
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Domestic Wastewater Treatment
PublicationSSF systems are usually applied at the 2nd stage of domestic wastewater treatment, after mechanical treatment. The number of such installations working at the moment in Europe is estimated to be 100,000. In Germany about 10,000 systems are in operation.
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Earthquake-Induced Structural Pounding
PublicationEarthquake-induced structural pounding between insufficiently separated build-ings, or bridge segments, has been repeatedly observed during ground motions. The reports after earthquakes indicate that it may lead to some local damage in the case of moderate seismic events or may result in considerable destruction or even collapse of colliding structures during severe ground motions. Pounding in build-ings is usually caused by the...
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Landfill Leachate Treatment in Treatment Wetlands
Publication.
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Microbiological Survey in Two Arctic Fjords: Total Bacterial Number and Biomass Comparison of Hornsund and Kongsfjorden
PublicationTwo microbiological parameters: total bacterial number (TBN) and biomass (BBM) were studied in two Arctic fjords: Hornsund and Kongsfjorden. Samples were collected from three sampling points in each fjord, from various water depth layers: from the surface to 75 m depth. Total bacterial number and biomass were examined using the DAPI staining and direct count method. The greater amount of bacteria, as well as highest bacterial biomass...
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Storm Water Treatment in TWs
Publication.
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The Quality of the Outflow from Conventional WWTPs and Treatment Wetlands
PublicationUntil recently the humic substances were considered to have no negative impact on human health. Therefore elimination of these substances from potable water was only performed due to aesthetic reasons. In the recent years, however, it was found out that humic substances may cause unacceptable smell of water or cumulate toxic substances by complexing metal ions and adsorption of persistent organic pollutants such as pesticides,...
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Types of Treatment Wetlands
PublicationThe removal of pollutants in treatment wetland systems is the result of the sorption of biochemical pollutants, redox reactions, and a biological activity of microorganisms as well as hydrophytes plants.
Year 2011
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Hydraulic Conditions of Flood Wave Propagation in the Valley of the Narew River after the Siemianówka Dam Overtopping Failure
PublicationW pracy przedstawiono prognozę propagacji fali powodziowej w dolinie rzeki Narwi wywołanej potencjalną przelaniem się wody przez koronę zapory Siemianówka. Do modelowania hydrodynamiki przepływu powodziowego wykorzystano model jednowymiarowy w formie równań de Saint-Venanta. Opisano również mechanizm powstawania rozmycia w ziemnej zaporze zbiornika i przedstawiono model tworzenia się wyrwy w korpusie zapory. Wykonane obliczenia...
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