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Number of results: 8
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Abstract

The paper presents a small water reservoir Psurów located on the Prosna River (right tributary of the Warta River) in the Opolskie Voivodeship (southern Poland). Results of water quality analyses of the Prosna River flowing into the reservoir and the outflowing water, as well as water stored in the reservoir have been discussed. Water flows of the Prosna River above and below the Psurów reservoir were analyzed. The analyses were carried out from November 2006 to October 2008. The research showed that the small water reservoir Psurów contributed to the reduction of the following loads: phosphates (by about 21 %), nitrates (by 26%), nitrites (by 9%), ammonia (by 5%) and total suspended solids (by 17%). It was found out that there was a statistically significant relationship (p < 0.05) between the volume of water flowing out of the reservoir and the inflowing water (Pearson's correlation coefficient: r = 0.93). Based on the Yollenweider's criterion the Psurów reservoir was classified to polytrophic reservoirs.
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Authors and Affiliations

Mirosław Wiatkowski
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Abstract

Multidimensional exploratory techniques, such as the Principal Component Analysis (PCA), have been used to analyze long-term changes in the flow regime and quality of water of the lowland dam reservoir Turawa (south-west Poland) in the catchment of the Mała Panew river (a tributary of the Odra). The paper proves that during the period of 1998–2016 the Turawa reservoir was equalizing the river’s water flow. Moreover, various physicochemical water quality indicators were analyzed at three measurement points (at the tributary’s mouth into the reservoir, in the reservoir itself and at the outflow from the reservoir). The water quality assessment was performed by analyzing physicochemical indicators such as water temperature, TSS, pH, dissolved oxygen, BOD5, NH4+, NO3-, NO2-, N, PO43-, P, electrolytic conductivity, DS, SO42- and Cl- . Furthermore, the correlations between all these water quality indicators were analyzed statistically at each measurement point, at the statistical signifi cance level of p ≤ 0.05. PCA was used to determine the structures between these water quality variables at each measurement point. As a result, a theoretical model was obtained that describes the regularities in the relationships between the indicators. PCA has shown that biogenic indicators have the strongest influence on the water quality in the Mała Panew. Lastly, the differences between the averages of the water quality indicators of the inflowing and of the outflowing water were considered and their significance was analyzed. PCA unveiled structure and complexity of interconnections between river flow and water quality. The paper shows that such statistical methods can be valuable tools for developing suitable water management strategies for the catchment and the reservoir itself.

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Authors and Affiliations

Mirosław Wiatkowski
Barbara Wiatkowska
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Abstract

This paper presents the influence of cooling water regulation on power plant net efficiency. It was examined whether, for the non-nominal low-pressure turbine load, it is justified to reduce the cooling water pump load, and how it would affect the unit net efficiency. Calculations for two types of power units were carried out: with condensing and extractioncondensing turbine. The tested condensing power plant consists of three surface condensers. The calculation included four condensers’ connections set up on the cooling water side to check how the cooling water system pressure drop affects the net unit performance. The result has confirmed that implementing serial connection decreases net efficiency when cooling water flow regulation is used, but the mixed connection should be applied when pump load is not controlled. It was proved that the cooling water flow control gives a profit for both units. Net efficiency for combined heat and power plant can be improved by 0.1–0.5 pp, the gain is remarkable below 60% of the low-pressure turbine part load. Flow control implementation in the unit with condensing turbine water control gives a similar profit just below 80% of the turbine load. Next, an influence of the additional limitations of a cooling water system (minimal total pump head, cooling tower) affecting the feasibility of implementing the water control has been considered. Applying a multi-cell forced draft cooling tower does not have a significant impact on results, but when a natural draft cooling tower is used, the flow control range is strongly reduced.
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Bibliography

[1] Chmielniak T., Łukowicz H.: Modeling and optimization of coal power units with CO2 capture. WPS, Gliwice 2015 (in Polish).
[2] Chmielniak T., Łukowicz H.: Condensing power plant cycle assessing possibilities of improving its e?ciency. Arch. Thermodyn. 31(2010), 3, 105–113.
[3] Grzesiczek E., Mendecki J., Komarnicki Z.: Optimization of cooling water flow in 225 MW turbine condenser. Energetyka (2007), 8, 574–575.
[4] Rusak J.: Reduction of auxiliary energy consumption in TAURON Wytwarzanie S.A. on the example of cooling water systems modernization. Energetyka (2013), 1, 43–47.
[5] Laskowski R.: Wybrane zagadnienia modelowania i optymalizacji skraplaczy energetycznych i wymienników regeneracyjnych. Warszawa: Oficyna Wydawnicza Politechniki Warszawskiej, 2018.
[6] Laskowski R., Smyk A., Rusowicz A., Grzebielec A.: Optimization of the cooling water mass flow rate under variable load of a power unit. Appl. Therm. Eng. 191(2021), 116874.
[7] Gardzilewicz A., Błaszczyk A., Głuch J.: Operating and economic conditions of cooling water control for marine steam turbine condensers. Pol. Marit. Res. 18(2011), 3(70), 48–54.
[8] Harish R., Subhramanyan E.E., Madhavan R., Vidyanand S.: Theoretical model for evaluation of variable frequency drive for cooling water pumps in sea water based once through condenser cooling water systems. Appl. Therm. Eng. 30(2010), 2051–2057.
[9] Xia L., Liu D., Zhou L., Wang P., Chen Y.: Optimization of a seawater oncethrough cooling system with variable speed pumps in fossil fuel power plants. Int. J. Therm. Sci., 91(2015), 105–112.
[10] Dobkiewicz-Wieczorek E.: Cooling water mass flow optimization for low load of condensing turbine including CHP turbine. Rynek Energii (2020), 6, 15–20.
[11] Dobkiewicz-Wieczorek E.: Influence of surface condensers connection configuration on power plant unit performance. Arch. Thermodyn. 41(2020), 4, 115–145.
[12] Revised Release on the IAPWS Industrial Formulation 1997 for the Thermodynamic Properties of Water and Steam, The International Association for the Properties of Water and Steam. Lucerne 1997.
[13] Dobkiewicz-Wieczorek E.: Method for calculating the exhaust steam pressure of a condensing turbine. Energetyka (2019), 11, 725–730.
[14] KSB, Tips for the correct design of pumping stations equipped with submersible pumps. https://www.ksb.com/blob/173022/c7fe2d9f8e342c707efa5e0966136752/pumpenstation-download-data.pdf (accessed 6 Oct. 2021). [15] PN-76/M-34034 Pipelines – Principles of pressure loss calculations.
[16] EMBER, Average monthly wholesale electricity prices. https://ember-climate.org/european-electricity-transition/ (accessed 6 Oct. 2021).
[17] Market electrical energy price. https://wysokienapiecie.pl/40547-o-ile-wzrosna-cenypradu-w-2022-policzylismy/ (accessed 6 Oct. 2021).
[18] PSE, Daily market electrical energy price. https://www.pse.pl/dane-systemowe/funkcjonowanie-rb/raporty-dobowe-z-funkcjonowania-rb/podstawowe-wskazniki -cenowe-i-kosztowe/rynkowa-cena-energii-elektrycznej-rce (accessed 6 Oct. 2021).
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Authors and Affiliations

Ewa Dobkiewicz-Wieczorek
1

  1. Silesian University of Technology Department of Power Engineering and Turbomachinery, Konarskiego 18, 44-100, Gliwice, Poland
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Abstract

The paper presents the results of studies on local resistance coefficients (ζ). The study used pipe aerators with filling made according to the Polish patent PL235924. The hydraulic investigations were performed in real working conditions of a water treatment plant in a testing rig built in the Scientific and Research Water Station of the Warsaw University of Life Sciences (SGGW). The investigation encompassed two plastic pipe aerators of an internal diameter 101.6 and 147.6 mm with steel Białecki rings of 12 and 25 mm in diameter. Measurements of pressure difference (Δp) in the investigated aerators were performed at volumetric water flows ( Q) selected from the range 2–20 m 3∙h –1 with the interval 2 m 3∙s –1. The values of ζ were determined according to the PN-EN 1267:2012 standard. The investigation showed that the ζ depends both on an internal diameter of the plastic pipe aerator and the diameter of Białecki steel rings. The values of ζ increase with a decrease of the internal diameter of the pipe aerator and a decrease of the ring diameter.
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Authors and Affiliations

Marek Kalenik
1
ORCID: ORCID
Marek Chalecki
2
ORCID: ORCID
Piotr Wichowski
1
ORCID: ORCID
Adam Kiczko
1
ORCID: ORCID
Krzysztof Chmielowski
3
ORCID: ORCID
Martyna Świętochowska
4
ORCID: ORCID
Joanna Gwoździej-Mazur
4
ORCID: ORCID

  1. Warsaw University of Life Sciences – SGGW, Institute of Environmental Engineering, Department of Hydraulics and Sanitary Engineering, Nowoursynowska 159, 02-776 Warsaw, Poland
  2. Warsaw University of Life Science – SGGW, Institute of Civil Engineering, Department of Mechanics and Building Structures, Warsaw, Poland
  3. University of Science and Technology in Krakow – AGH, Faculty of Drilling, Oil and Gas, Department of Gas Engineering, Krakow, Poland
  4. Bialystok University of Technology, Faculty of Civil Engineering and Environmental Sciences, Department of Water Supply and Sewage Systems, Białystok, Poland
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Abstract

One of the main causes of damage to weirs regulating the flow of water in canals is local erosion of the bottom and banks. This is mainly due to the excessive kinetic energy of the stream flow and the uneven volumetric distribution of the water flow rate at the end of the strengthening. Due to this, 35–40% of hydraulic structures fail prematurely. The aim of the research was to determine the parameters of the spatial hydraulic jump arising behind the hydrotechnical structure and the rapid expansion of the cross-section. The research showed that the hydraulic jump with a curved cylinder in the plan is a spatial form and not only dissipates the energy of the stream, but also acts as a diffuser. With the stream expansion angle values in the range of 7–10°, a highly turbulent flow remains, which still has high kinetic energy at a distance from the end of the structure. At an angle of 25–27°, the flow is smooth, the velocity distribution is uniform across the width of the channel. In some cases, the forced expansion of the cross-section at the outflow of the weir favours the energy dissipation and uniform flow velocity distribution.
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Authors and Affiliations

Zhuzbay Kassymbekov
1
Abai Shinibaev
1
Galimzhan Kassymbekov
1

  1. Satbayev University, Satpayev Str., 22, Almaty, 050013, Kazakhstan
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Abstract

Present study describes about the effect of coolant water flow rate and coolant water temperature underside cooling slope on structural characteristics of casted AZ91 Mg alloy. Here, over the cooling slope, hot melt flows from top to bottom. Additionally, under the cooling slope, coolant water flows from bottom to top. Slurry gets obtained at bottom of cooling slope by pouring AZ91 Mg melt from top of the slope. Coolant water flow rate with coolant water temperature underside cooling slope warrant necessary solidification and shear to obtain AZ91 Mg slurry. Specifically, slurry at 5 different coolant water flow rates (4, 6, 8, 10, 12 lpm) and at 5 different coolant water temperatures (15, 20, 25, 30, 35°C) underside cooling slope are delivered inside metal mould. Modest coolant water flow rate of 8 lpm with coolant water temperature of 25°C (underside cooling slope) results fairly modest solidification that would enormously contribute towards enhanced structural characteristics. As, quite smaller/bigger coolant water flow rate/temperature underside cooling slope would reason shearing that causes inferior structural characteristics. Ultimately, favoured microstructure was realized at 8 lpm coolant water flow rate and 25°C coolant water temperature underside cooling slope with grain size, shape factor, primary α-phase fraction and grain density of 63 µm, 0.71, 0.68 and 198, respectively. Correspondingly, superior mechanical properties was realized at 8 lpm coolant water flow rate and 25°C coolant water temperature underside cooling slope with tensile strength, elongation, yield strength and hardness of 250 MPa, 8%, 192 MPa and 80 HV, respectively.
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Authors and Affiliations

S.K. Sahu
1
ORCID: ORCID
N.K. Kund
1
ORCID: ORCID

  1. VSS University of Technology, Department of Production Engineering, Burla 768018, India

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