Analysis of the Physicochemical Quality of Water Within the Hydropower Plant on the Ślęza River in Wrocław, Poland

2021 ◽  
Vol 23 ◽  
pp. 795-810
Author(s):  
Paweł Tomczyk

The aim of the article was the analysis of the physicochemical quality of water within the hydropower plant on the Ślęza River in Wrocław (south-west Poland) in the context of the European Union's classification of water quality, as well as an assessment of the potential impact of hydropower plants on this quality. The study uses the results of monthly tests from three measurement points within the hydropower plant on the Ślęza River in the city of Wrocław (points upstream and downstream the hydropower plant and the reference point), from the period June 2018 to May 2020. The analyses covered 10 physicochemical parameters, i.e.: pH, electrical conductivity (EC), water temperature, turbidity, NH4-N, NO3-N, NO2-N, total phosphorus, dissolved oxygen and BOD5. The conducted analysis showed that the hydropower plant has no clear influence on the physicochemical quality of the water in the Ślęza River, other interactions present in the catchment area are more important. From the effects visible in the results, a decrease in the amplitudes of water temperature downstream the hydropower plant compared to the other points was noted, as well as a lower median of its value (statistically significant changes). An additional noticeable effect was the increase in water oxygenation below the damming, but it was not statistically significant. It has been shown that the physicochemical condition of water at the tested points does not meet the assumed standards for 8 out of 9 parameters (except for water temperature). The largest exceedances of the limit values concerned NO2-N (up to 923% of the norm), and the most consistent, almost constantly occurring – EC (23 out of 24 months). The reason for the high NO2-N content was most probably surface runoff from the fields and the re-suspension of sediments rich in nutrients, while in the case of EC, its high values result from the specificity of the catchment area.

2019 ◽  
Vol 152 ◽  
pp. 65-72 ◽  
Author(s):  
Bo Wen ◽  
Zechao Cheng ◽  
Yanmei Hu ◽  
Yaowapa Boon-Ek ◽  
Chalermchai Wongs-Aree ◽  
...  

Author(s):  
Said Laafou ◽  
◽  
Abdelaziz Abdallaoui ◽  
Rachid Ben Aakame

2020 ◽  
Vol 13 (1) ◽  
Author(s):  
Timothy Omara ◽  
Papias Nteziyaremye ◽  
Solomon Akaganyira ◽  
Dickens Waswa Opio ◽  
Lucy Nyambura Karanja ◽  
...  

Geografie ◽  
1997 ◽  
Vol 102 (4) ◽  
pp. 270-278
Author(s):  
Julius Česák

The evaluation concerns selected indices of oxygen regime and of basic physical and chemical indices: BSK5, N-NO3-, N-NH4+, P-PO43-, the total phosphorus and dissolved matters. A particular attention is paid to a comparison of average levels for the whole observed period and for the last five years. The indices of quality are selected to register mainly local sources of pollution which most influence the quality of water in the Ohře river and in its affluents.


Author(s):  
Ngong Ankiambom Innocent ◽  
Ajeagah Gideon Aghaindum ◽  
Kapso Tchouankep Mireille ◽  
Nguepidjio Gilbert ◽  
Sotchang Mbounga Ines Olivia ◽  
...  

2019 ◽  
Author(s):  
TITIA IZZATI ◽  
Anita Puspita Sari Subarno ◽  
morhan sirait ◽  
Valentina Nainggolan

This research aims to analyze the quality of water in the industrial and residential areas. This research was conducted for two months. The parameters analyzed in this research are pH, TDS (Total Dissolved Solid), EC (Electrical Conductivity), and water temperature, using pH meter and TDS meter. The average results for industrial area (Bekasi) are pH 7.31, TDS 138.14 ppm, EC 205.63 µs, and temperature at 29.38oC. Meanwhile, the results for residential area (Depok) are pH 8.04, TDS 115.50 ppm, EC 190.40 µs, and temperature at 28.61oC. From these data, it can be concluded that water in these two regions can be consumed, compared with the quality standard in Regulation of Minister of Health No. 32 Year 2017.


Author(s):  
Nedyalka Valcheva ◽  
Ignat Ignatov ◽  
Georgi Dinkov

Defined are the physicochemical properties of four healing non-thermal and thermal spring waters in the area of Sliven District, Bulgaria. The spring waters from the given four water sources are characterized by microbiological indicators and the pathogenic micro-organisms in the samples from the springs water sources mentioned above are determined by the membrane method. It is shown that according to 18 controlled parameters included in the study, the non-thermal healing spring “Hadji Dimitar” in the area of “Hot water” in the town of Shivachevo with water temperature 22.5ºC and the non-thermal spring “Gunchov spring” with water temperature 21.5ºC correspond to all controlled parameters according to Ordinance NO 9/2001, Official State Gazette, issue 30 and decree NO 178/23.07.2004 about the quality of water, intended for drinking purposes. It is established that that thermal healing spring Sliven mineral baths with water temperature 48ºC, healing spring Banya village with water temperature 37ºС meet the standard requirements. Non-thermal spring "Gunchov Spring", Sliven district with water temperature 21.5ºC does not meet the required microbiological parameters in regards to coli bacteria levels.


2021 ◽  
Author(s):  
Petr Palatka

Abstract Many pumped storage hydropower plants have long large diameter steep steel pipes (penstocks) between reservoirs. The coating inside such pipes protects the surface from corrosion. Lifetime of the coating is limited and it has to be renewed several times during expected lifetime of the hydropower plant. The coating renovation was a manual process until now. A modification of the process is proposed. The modification of the process includes changes in the technological steps as well robotization of these steps. The new process provides more stability in the quality of coating and eliminates unnecessary presence of people in confined spaces. Using a robot also makes the renewal of the coating much faster. Therefore, it can bring a lot of profit to the owner by shortening the production downtime and re-starting production significantly earlier in comparison to the existing renovation process. The new process was verified in a pilot project at a selected pumped storage hydropower plant and the results were evaluated in cooperation with the hydropower plant owner. Laboratory tests of samples have shown that the coating has two times higher adhesion to the substrate in comparison to the manual coating application. The results also showed that the owner can save around 600 days of downtime on each of both penstocks when using this new process. This is a clear economical advantage which each owner of the infrastructure can understand easily.


2019 ◽  
Vol 100 ◽  
pp. 00089 ◽  
Author(s):  
Joanna Wyczarska-Kokot ◽  
Anna Lempart ◽  
Marta Marciniak

The article presents the assessment of the quality of water in outdoor pools, based on the results of bacteriological and physicochemical tests and their comparison with the admissible values in this respect. The analyzes were carried out during two bathing seasons, in 2017 and 2018. The quality of water from sports, recreational and children's pools was analyzed, as well as water introduced into the pools from the circulation systems. The decisive role in the assessment of pool water quality is played by the results of microbiological tests and the assessment of the sanitary condition of the facility. In pool water and circulatory water samples, the number of indicator microorganisms (CFU) did not exceed the limit values. The problem was the very high levels of chloroform (> 0.03 mg/L) and THM (> 0.1 mg/L), lower than the required redox values (750 mV) and nitrate content, increasing over the bathing season. Considering that the analyzed pools are seasonal and recreational outdoor pools, the observed excessive concentrations of DBP, with a short exposure, did not pose a direct threat to the health of bathers. However, they indicate the need to supervise the processes of water treatment and disinfection or their modernization.


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