Dr inż. Andrzej Wałęga

Mgr inż. Karol Plesiński

Dr inż. Krzysztof Chmielowski

Dr hab. inż. Prof UR Stefan Satora

Enhancement possibilities of nitrogen and phosphorus removal from sewage in the treatment plant in Lopuszna

The paper presents analysis of modernization possibilities of the techno-logical chain in the sewage treatment plant in Lopuszna concerning removal of biogenic pollutants. High operation effectiveness of the analyzed treatment plant is important regarding the protection of water in the cascade of Czorsztyn-Niedzica-Sromowce Wyzne reservoirs against the excessive pollution. The assess-ment of modernization possibilities of the treatment plant was based on the num-ber of computer simulations upon the ASIM2d model. This model includes 21 separate processes, which were divided into: hydrolysis processes, processes with heterotrophic bacteria XH, processes with poliphosphates' accumulating bacteria XPAO, processes with nitrifiers XAUT and chemical processes.The analysis revealed that low effectiveness of biogenic substance removal in the objective treatment plant results from the lack of activated sludge recircula-tion into the anaerobic chamber which causes that the biological dephosphatation process is not sufficient enough. The situation will change if the internal and external recirculation chain is corrected and the anaerobic chamber is included in the technological chain of the objective sewage treatment plant. ...

Prof. dr hab. inż. Artur Radecki-Pawlik

Mgr inż. Karol Plesiński

Mgr inż. Bartosz Radecki-Pawlik

Block ramp rebuilding and exploitation problems: chute stone dimension choosing; upstream the ramp river channel erosion

The paper shows a rebuilding example of drop hydraulic structure which was changed into the block ramp hydraulic structure. Artificial roughness of a slope plate of the block ramp was reached by placing cobbles along the chute slope. The dimension of cobbles was calculated applying different methods and the optimum value for that dimension was chosen. Also the diagram of Radecki-Pawlik et al. 2015 was used. Finally we are showing the distribution of velocities and shear stresses upstream of the block ramp for exploitation and river channel bed protection reason to give the information on the possible erosion process there and seek some suggestions for river bed protections. The work was carried on in Polish Carpathians on the Brennica River. ...

Prof. dr hab. inż. Artur Radecki-Pawlik

Mgr inż. Renata Jasek

Mgr inż. Karol Plesiński

Changes of hydraulic parameters in the braided river – the Ochotnica river in the Gorce Mountains

Along the paper, the research on chosen hydrodynamic parameters in braided river was described. The research was conducted within the reach of the Ochotnica River in the Gorce Mountains - Polish Carpathians. The research reach was located in the place where two bars in the river were created. In 2003 and 2004 measurements were done in 7 series. Values of flow velocities were measured in the river reach and then shear stresses, dynamic velocities, Reynolds and Froude numbers and Shields parameters were calculated. Analysis of hydro-dynamics parameters allowed to check the hydrodynamic conditions in the river channel. The results show that in the Ochotnica River natural braiding processes are taking place despite of anthropological pressure on the river. ...

Prof. dr hab. inż. Artur Radecki-Pawlik

Mgr inż. Aleksandra Świderska

Mgr inż. Karol Plesiński

Diversification of hydraulic parameters in near rapid hydraulic structures (RHS)

At the present, in modern river training practices and philosophy one can notice coming more into use ecological friendly hydraulic structures. Those, which are especially needed for river training works, as far as expectation of Water Framework Directive is concerned, are rapid hydraulic structures (RHS). What is important, RHS in general do not stop fish and invertebrates against migrating upstream, provide natural and esthetical effects within the river channel, still working as hydraulic engineering structures. Along this paper we described and measured some hydraulic parameters within the reach of chosen rapid hydraulic structures, which we found in the field. The main aim of the research was to describe changes of values of those parame-ters upstream and downstream of the RHS's and to find out their influence on hy-drodynamics of the stream. The study was undertaken on the Porębianka Stream in the Gorce Mountains.Observed hydrodynamic parameters within the reach of the RHS's depend on the location of measuring point and the influence of individual part of the structure. At the same time maximum velocity does not always create the bigger shear force, because it is also depend on the velocity distribution along the hydro-logical profile. ...