Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Jarosław Biegowski"'
Publikováno v:
Energies, Vol 15, Iss 5, p 1689 (2022)
Construction of the Włocławek Barrage on the Vistula River in 1970 became an important source of energy; however, it discontinued sediment transport in the Vistula River. This phenomenon resulted in accumulation before and erosion below the barrage
Externí odkaz:
https://doaj.org/article/1399783450594ecabb85fffb891654c1
Publikováno v:
Water
Volume 15
Issue 5
Pages: 832
Volume 15
Issue 5
Pages: 832
This paper presents the results of experimental studies on the transport of water-sandy mixtures with the content of very fine non-cohesive fractions in steady flow. The flow and shear velocity measurements as well as the measurements of sediment amo
Autor:
Iwona Radosz, Jerzy Zawisza, Jarosław Biegowski, Maciej Paprota, Dawid Majewski, Leszek M. Kaczmarek
Publikováno v:
Water; Volume 15; Issue 1; Pages: 125
The purpose of the study was to collect experimental data on the vertical structure of sediment fluxes during the wave crest and trough phase over sloped bed. The first stage of the experimental work included measurements of these fluxes using the pa
Autor:
Iwona Radosz, Jerzy Zawisza, Jarosław Biegowski, Maciej Paprota, Dawid Majewski, Leszek M. Kaczmarek
Publikováno v:
Water. 15:1815
In the original publication [...]
Publikováno v:
International Journal of Civil Engineering. 18:1451-1462
Laboratory tests of water flowing over a modified ogee weir are carried out in a wave–current flume for two different scales. A model of a weir representing a part of a spillway section of the existing Włocławek dam (Vistula River, Poland) is mou
Publikováno v:
Journal of Hydraulic Engineering. 148
Publikováno v:
Journal of Hydraulic Engineering. 145
A multilayer system with bottom, intermediate, and upper zones is proposed in order to provide full, continuous sediment velocity and concentration profiles. The model is developed with res...
Publikováno v:
Acta Geophysica. 63:486-513
An experimental and theoretical identification of hydrodynamic equilibrium for sediment transport and bed response to wave motion are considered. The comparison between calculations and the results of laboratory experiments indicates the linear relat
Publikováno v:
Technical Sciences. 13:64-79
Publikováno v:
Coastal Engineering. 51:501-529
The study is focused on the cross-shore transport of size-graded sediment under combined wave–current flow in the intensive flow regime. The mathematical method for the description of hydrodynamic processes and sediment transport is adapted from th