Informacja

Drogi użytkowniku, aplikacja do prawidłowego działania wymaga obsługi JavaScript. Proszę włącz obsługę JavaScript w Twojej przeglądarce.

Wyszukujesz frazę "Water Tank" wg kryterium: Temat


Tytuł:
Analysis of Heavy Metal Content of Pb in Ballast Water Tank of Commercial Vessels in Port of Tanjung Emas Semarang, Central Java Province
Autorzy:
Tjahjono, A.
Bambang, A. N.
Anggoro, S.
Powiązania:
https://bibliotekanauki.pl/articles/123593.pdf
Data publikacji:
2017
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
commercial vessels
ballast water tank
heavy metal content of Pb
Opis:
Heavy metal pollution in the port area had affected aquatic organisms. The research about the heavy metal content of ballast water of commercial vessels, both passenger or cargo vessels, berthing in Port of Tanjung Emas Semarang (PTES), has been conducted by using a method of AAS (Atomic Absorption Spectroscopy). Sample was gathered from vessels berthed in PTES, dated on December 18th 2014 to October 21st 2015. The results of the research show that the mean content of Pb in ballast water tank is 0.37192 mg·l-1. Based on the Decree of Minister of Environment number 51/2004, heavy metal content of Pb in ballast water tank has exceeded the quality standards of port waters.
Źródło:
Journal of Ecological Engineering; 2017, 18, 2; 7-11
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Proposal for water supply systems evaluation due to diversification of water intakes and water tanks
Autorzy:
Rak, J.
Boryczko, K.
Powiązania:
https://bibliotekanauki.pl/articles/95916.pdf
Data publikacji:
2018
Wydawca:
Fundacja Ekonomistów Środowiska i Zasobów Naturalnych
Tematy:
water supply
diversification
water intake
water tank
allocation
zaopatrzenie w wodę
dywersyfikacja
pobór wody
zbiornik wodny
przydział
Opis:
The aim of the study was to compare the various water supply systems – from rural to agglomerations, in terms of continuity of water supply to the inhabitants in a crisis situation. The work included the diversification of water intakes with their number and the maximum daily production capacity and the diversification of water in the water tanks, knowing their number and volume. RB1 and RB2 diversification indexes have been proposed. Assessment criteria were included with comment. The research component is a two-parameter assessment of diversification for selected water supply systems using the indicators proposed by the authors. The use of proprietary indicators to assess the diversification of water supply using preference functions gives the ability to perform calculations easily and accurately.
Źródło:
Ekonomia i Środowisko; 2018, 3; 63-70
0867-8898
Pojawia się w:
Ekonomia i Środowisko
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Structural damage detection of elevated circular water tank and its supporting system using geodetic techniques
Autorzy:
Zeidan, Zaki
Beshr, Ashraf A. A.
Sameh, Sara
Powiązania:
https://bibliotekanauki.pl/articles/145428.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
zbiornik na wodę
deformacja
nachylenie
dokładność
tachimetr
water tank
deformation
inclination
accuracy
total station
Opis:
Water is the main source of daily life for everyone and everywhere in the world. Sufficient water distribution depends on the place and design of water tank in certain areas. Water storage tanks are relatively flexible structures and they can tolerate greater settlements than other engineering structures. Deformation of tanks may cause severe damages to tank or even loss of life and injury to people, so monitoring the structural deformation and dynamic response of water tank and its supporting system to the large variety of external loadings has a great importance for maintaining tank safety and economical design of manmade structures. This paper presents an accurate geodetic observations technique to investigate the inclination of an elevated circular water tank and the deformation of its supporting structural system (supporting columns and circular horizontal beams) using reflector-less total station. The studied water tank was designed to deliver water to around 55000 person and has a storage capacity about 750 m3. Due to the studied water tank age, a non-uniform settlement of tank foundation and movement of pumps and electric machines under tank’s body will cause stress and strain for tanks membrane and settlement of sediments. So the studied water tank can tend to experience movement vertically, horizontally or both. Three epochs of observations were done (July 2014, September 2014 and December 2014). The results of the practical measurements, calculations and analysis of the interesting deformation of the studied elevated tanks and its supporting system using least squares theory and computer programs are presented. As a results of monitoring the water storage tank, circular reinforced concrete beams and columns at three monitoring epochs. The body of water storage tank has an inclination to the east direction and the value of inclination is increased with the time.
Źródło:
Geodesy and Cartography; 2020, 69, 1; 117-140
2080-6736
2300-2581
Pojawia się w:
Geodesy and Cartography
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Experimental and Theoretical Studies of Heat Losses from the Hot Water Storage Tank
Badania eksperymentalne i teoretyczne strat ciepła zasobnika ciepłej wody
Autorzy:
Dopieralska, K.
Siuta-Olcha, A.
Cholewa, T.
Studzińska, M.
Powiązania:
https://bibliotekanauki.pl/articles/1818096.pdf
Data publikacji:
2016
Wydawca:
Politechnika Koszalińska. Wydawnictwo Uczelniane
Tematy:
heat loss coefficient
hot water tank
thermal stratification
współczynnik strat ciepła
zbiornik ciepłej wody
stratyfikacja termiczna
Opis:
Efektywność magazynowania ciepła ma wpływ na efektywność energetyczną instalacji ciepłej wody. Do jej zwiększenia przyczynia się utrzymanie rozwarstwienia termicznego w zasobniku ciepłej wody. Zaburzenie stratyfikacji termicznej może być spowodowane między innymi stratami ciepła ze zbiornika do otoczenia. W pracy przedstawiono dynamikę zmian temperatury wody w zasobniku o pojemności 350 dm3, podczas jego wychładzania w godzinach nocnych, na podstawie przeprowadzonych pomiarów temperatury wody magazynowanej na 15 wyróżnionych poziomach. Dla zasobnika obliczono współczynniki strat ciepła dla części górnej, bocznej oraz dolnej, jak również dla całego zasobnika. Uzyskane wyniki odniesiono do wyników badań innych autorów.
Źródło:
Rocznik Ochrona Środowiska; 2016, Tom 18, cz. 2; 758-769
1506-218X
Pojawia się w:
Rocznik Ochrona Środowiska
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of nodalization effects on the prediction error of generalized finite element method used for dynamic modeling of hot water storage tank
Autorzy:
Wołowicz, M.
Kupecki, J.
Wawryniuk, K.
Milewski, J.
Motyliński, K.
Powiązania:
https://bibliotekanauki.pl/articles/239932.pdf
Data publikacji:
2015
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
dynamic modeling
hot water storage tank
modelowanie dynamiczne
zasobnik gorącej wody sieciowej
Opis:
The paper presents dynamic model of hot water storage tank. The literature review has been made. Analysis of effects of nodalization on the prediction error of generalized finite element method (GFEM) is provided. The model takes into account eleven various parameters, such as: flue gases volumetric flow rate to the spiral, inlet water temperature, outlet water flow rate, etc. Boiler is also described by sizing parameters, nozzle parameters and heat loss including ambient temperature. The model has been validated on existing data. Adequate laboratory experiments were provided. The comparison between 1-, 5-, 10- and 50-zone boiler is presented. Comparison between experiment and simulations for different zone numbers of the boiler model is presented on the plots. The reason of differences between experiment and simulation is explained.
Źródło:
Archives of Thermodynamics; 2015, 36, 3; 123-138
1231-0956
2083-6023
Pojawia się w:
Archives of Thermodynamics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Unintended “biological cargo” of ships entering the River Odra estuary: assemblages of organisms in ballast tanks
Autorzy:
Gruszka, P.
Rokicka-Praxmajer, J.
Cupak, J.
Radziejewska, T.
Wolska, M.
Powiązania:
https://bibliotekanauki.pl/articles/359821.pdf
Data publikacji:
2013
Wydawca:
Akademia Morska w Szczecinie. Wydawnictwo AMSz
Tematy:
ballast tank water
ballast tank sediment
alien species
Odra River estuary
Szczecin harbour
Opis:
Water and sediment in ships’ ballast tanks provide habitats for various organisms, and thus facilitate alien species introductions. Ballast tank water and sediment of 19 ships docked in the GRYFIA Szczecin Ship Repair Yard (Szczecin, Poland) located in an area connected with the River Odra estuary (Southern Baltic), were sampled in 2009–2011 to find out if the ships could be vectors of species introductions to the estuary, already known for the presence of non-indigenous taxa. This study showed the ballast water of the ships examined to house rotifers, copepods, cladocerans, and bivalve and cirriped larvae – common constituents of zooplankton assemblages in coastal waters. The ballast tank sediment supported meiobenthic foraminiferans, nematodes, harpacticoid copepods, turbellarians, bivalves, polychaetes, and chironomid and cirriped larvae. It is not possible at this stage to judge what meiofaunal taxa constitute an alien component in the estuary biota. Macrobenthos in the ships’ ballast tank sediment examined was represented mainly by nereid polychaetes. Although the unintended “biological cargo” examined proved quite diverse and abundant, it contained few identified alien taxa. It does not seem likely than any of them could pose a threat of a biological invasion in the River Odra estuary. However, numerous species remained unidentified, and therefore assessment of the risk of alien species introduction and invasion contains a large measure of uncertainty. On the other hand, the risk as such remains, since the density of ballast water-borne organisms in all ships exceeded the allowed limits.
Źródło:
Zeszyty Naukowe Akademii Morskiej w Szczecinie; 2013, 33 (105); 22-29
1733-8670
2392-0378
Pojawia się w:
Zeszyty Naukowe Akademii Morskiej w Szczecinie
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The influence of excessive solar heat gains on heat loss in the hot water tank – case study
Wpływ nadmiernych uzysków solarnych na straty ciepła z zasobnika cwu – studium przypadku
Autorzy:
Olczak, Piotr
Powiązania:
https://bibliotekanauki.pl/articles/282991.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Instytut Gospodarki Surowcami Mineralnymi i Energią PAN
Tematy:
renewable energy
solar energy
flat plate collector
hot water tank
tank loss coefficient
energia słoneczna
energia odnawialna
płaski kolektor słoneczny
zasobnik ciepłej wody
współczynnik strat ciepła z zasobnika
Opis:
The analysis of a solar installation operation was conducted on the example of a detached house in the Lesser Poland province in Poland. A gas boiler and three flat-plate collectors are located inside the house, which are used for heating water in the hot water tank with a volume of 220 dm3. The installation was established in 2012. The heat measured system (for solar gains) was added in 2014. In 2015–2019 solar heat gains measured per area of absorber were higher than 340 kWh/m2. During a two-week period in June 2015, the insolation on the horizontal plane and the temperature were measured in 4 different points of the hot water tank. On this basis, heat losses from the storage tank were determined, i.e. a decrease in temperature during periods with and without the consumption of hot water by the residents. During this period, a temperature higher than 80°C was observed several times in the hot water tank. In two parts of the hot water tank, rhe determined temperature decreases were used to obtain the heat loss amount. In the analyzed period (2 weeks), 9 days were observed with solar heat gains higher than 9 kWh/day. For these days, the value of heat loss from the solar hot water tank was estimated at over 6 kWh/day. This data corresponds to the actual heat demand for hot water preparation in the building at 7.3 kWh/day. The correlation between daily solar heat gains and solar hot water tank heat losses were also determined. In addition, based on the amount of heat losses, the value of the tank loss coefficient was estimated. The obtained value was compared with the manufacturer’s data and reference data.
Analiza aspektów pracy instalacji solarnej została przeprowadzona na przykładzie domu jednorodzinnego w województwie małopolskim w Polsce. W analizowanym budynku jednorodzinnym znajduje się kocioł gazowy i instalacja solarna złożona z trzech płaskich kolektorów słonecznych. Urządzenia te odpowiadają za przygotowanie ciepłej wody użytkowej magazynowanej w zasobniku o pojemności 210 dm3. Instalacja powstała w 2012 roku, w 2014 roku została opomiarowana pod kątem uzysków solarnych. W latach 2015–2019 mierzono uzyski solarne, były one wyższe niż 340 kWh/m2 powierzchni absorbera. Podczas dwutygodniowego okresu w czerwcu 2015 roku mierzono także natężenie promieniowania słonecznego na płaszczyźnie poziomej i temperaturę w 4 różnych punktach zasobnika ciepłej wody. Na tej podstawie określono straty ciepła z zasobnika, tj. spadek temperatury w zasobniku w okresach z i bez poboru ciepłej wody użytkowej przez mieszkańców. W tym okresie zanotowano temperaturę wyższą niż 80°C w zasobniku tylko przez kilka stosunkowo krótkich okresów. Wyznaczone spadki temperatury w dwóch częściach zasobnika ciepłej wody użytkowej użyto do określenia ilościowych strat ciepła. W analizowanym okresie (2 tygodnie) zaobserwowano 9 dni z uzyskami solarnymi wyższymi niż 9 kWh/dzień. Dla tych dni oszacowano wartości strat ciepła z zasobnika na poziomie powyżej 6 kWh/dzień. Dane te korespondują z rzeczywistym zapotrzebowaniem na ciepło do przygotowania ciepłej wody użytkowej w budynku na poziomie 7,3 kWh/dzień. Określono także zależności między dziennymi uzyskami solarnymi a stratami ciepła z zasobnika (korelacja). Ponadto bazując na wielkościowych stratach ciepła, oszacowano wielkość współczynnika strat ciepła z zasobnika. Uzyskaną wartość porównano z danymi producenta i danymi referencyjnymi.
Źródło:
Polityka Energetyczna; 2020, 23, 2; 91-103
1429-6675
Pojawia się w:
Polityka Energetyczna
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Model of Interaction of Water and Tank’s Structure in Sloshing Phenomenon
Autorzy:
Krata, P.
Powiązania:
https://bibliotekanauki.pl/articles/117117.pdf
Data publikacji:
2008
Wydawca:
Uniwersytet Morski w Gdyni. Wydział Nawigacyjny
Tematy:
Safety and Security in Sea Transportation
Sloshing Phenomenon
Water Tank
Model of Interaction
Experimental Research
Numerical Simulation
Equations of Ship's Movement
Heeling Moment Calculations
Opis:
The paper presents the model of interaction between ship’s tank structure and water contained in the tank. The experimental investigation of sloshing loads in ships’ tank is characterized and the need for description of mutual influence is underlined. The model of interaction is made up for rectangular ship’s tanks and it is assumed to be in time-domain and nonlinear. The solution is based on the data obtained by the experimental research and numerical simulation. The study may be the contribution to more sophisticated estimation of ship’s stability than it takes place nowadays.
Źródło:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation; 2008, 2, 4; 389-395
2083-6473
2083-6481
Pojawia się w:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wastewater Treatment Methods and Sewage Treatment Facilities in Almaty, Kazakhstan
Autorzy:
Ospanov, Kairat
Kuldeyev, Erzhan
Kenzhaliyev, Bagdaulet
Korotunov, Anatoly
Powiązania:
https://bibliotekanauki.pl/articles/2025747.pdf
Data publikacji:
2021
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
wastewater
sedimentation tank
aeration tank
water quality
wastewater storage
Opis:
The results of comprehensive research on the status of sewage treatment in Almaty are presented in this article. The results of the reconstruction and modernization of treatment facilities intended to improve the sewage treatment efficiency, including the results of pretreatment of wastewater with excess sludge in the primary clarification tank, and the results of hydrobiological and microbiological analysis of activated sludge in the aeration tank are presented. The analysis of the study results of the chemical composition of incoming, clarified and treated wastewater is presented. Besides, the results of the analysis of the water balance of wastewater are presented.
Źródło:
Journal of Ecological Engineering; 2022, 23, 1; 240-251
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Reduction of Treated Water Use through Application of Rainwater Tanks in Households
Autorzy:
Madzia, Marek
Powiązania:
https://bibliotekanauki.pl/articles/124556.pdf
Data publikacji:
2019
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
rainwater tank
rainwater harvesting
water savings
Opis:
The civilization progress entails an increasing demand for water. There are many different technologies for collecting water from alternative sources. An efficient and cost-effective solution is to use small tanks for rainwater runoff from rooftops. In this way, the harvested water can be successfully used to flush toilets, which stands for 30 percent of water consumption in households. The capacity of water tanks depends on the technical and economic possibilities. Using a dual flush system in toilets that allows for both rainwater and mains water usage can lead to a significant reduction in the tank size. In Bielsko-Biała, given its environment, one-family dwellings, a rainwater tank with a capacity of only 0.25 m3 per person and a roof area of 30 m2 per person, it is possible to save almost 80 percent of treated mains water used in toilet flushing. It constitutes over 10 m3 of water per person per year. A nomogram made for choosing the right tank according to the roof area and tank capacity allows assessing the possibilities in terms of drinking water savings in any building in the environment of Bielsko-Biała.
Źródło:
Journal of Ecological Engineering; 2019, 20, 9; 156-161
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Experience of Suckling Perfection of Secondary Clarifier of Aeration Station in Almaty, Kazakhstan
Autorzy:
Ospanov, K. T.
Demchenko, A. V.
Kudaiberdi, Z.
Powiązania:
https://bibliotekanauki.pl/articles/123839.pdf
Data publikacji:
2018
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
water disposal
waste water
secondary sedimentation tank
activated sludge
cesspool emptier
sucker
Opis:
This article presents the results of experimental studies pertaining to the suckling improvement of secondary clarifier in an aeration station in Almaty. According to the obtained research results, the work of secondary clarifiers was evaluated for the removal of suspended solids, concentration of returned sludge and sediment moisture. The technical specifications of aerations, secondary settling tanks and cesspool emptier in the aeration station of Almaty were defined. Additionally, it was shown that the use of the articulated sucker with movable scrapers can increase the efficiency of cleaning the bottom of the circular tanks. In this practical test, the proposed suckling radial settler in aeration station of Almaty during the year showed that the sucker reduces the costs for the installation and maintenance of cesspool emptier and has no damaging effects on the bottom of the sump.
Źródło:
Journal of Ecological Engineering; 2018, 19, 5; 210-218
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The State of Water and Wastewater Management in the Municipalities of the Polesie National Park
Autorzy:
Jóźwiakowski, K.
Podbrożna, D.
Kopczacka, K.
Marzec, M.
Kowalczyk-Juśko, A.
Pochwatka, P.
Listosz, A.
Malik, A.
Powiązania:
https://bibliotekanauki.pl/articles/123070.pdf
Data publikacji:
2017
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
municipality
water supply
sewerage
wastewater treatment plant
septic tank
national park
Opis:
The aim of the work is to present the current state of water and wastewater management in the municipalities where the Polesie National Park (PNP) is located. The PNP is situated in Lublin Voivodeship, in the area of six municipalities: Sosnowica, Hańsk, Urszulin, Stary Brus, Wierzbica and Ludwin. The data used in this paper, were obtained on the basis of the surveys conducted in these municipalities in 2016 by the Department of Environmental Engineering and Geodesy of the University of Life Sciences in Lublin. In the analyzed communes, there was a very large disproportion between the usage of sewerage and the water supply network. It has been shown that 79.1% of the inhabitants living in the afore-mentioned communes used the water supply network and only 22.5% of them used sewerage. In the discussed communities there are 9 collective, mechanical and biological wastewater treatment plants with a capacity of over 5 m3•d-1. On the farms located in the scattered areas, which are not connected to the sewerage, wastewater is discharged mainly to the septic tanks. In four out of the six analyzed municipalities, there were 2345 septic tanks registered. Domestic sewage from some farms is purified in household wastewater treatment plants (395 pieces). The plants with the drainage systems are prevalent (84.9%), which may contribute to the groundwater quality degradation. In order to protect the natural environment within the communes that form the PNP, it is necessary to undertake the actions that will contribute to the improvement of the current state of water and wastewater management. While solving the existing problems related to water supply and wastewater treatment, it is strongly required to adhere to the principle of sustainable development and use highly effective systems in order to ensure that the ecological effects are appropriate.
Źródło:
Journal of Ecological Engineering; 2017, 18, 6; 192-199
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Transient flow simulation, analysis and protection of pipeline systems
Autorzy:
El-Hazek, Alaa N.
Ahmed, Menna F.
Badawy, Neveen Abdel-Mageed
Powiązania:
https://bibliotekanauki.pl/articles/1844407.pdf
Data publikacji:
2020
Wydawca:
Instytut Technologiczno-Przyrodniczy
Tematy:
air vessel
Bentley HAMMER model
surge tank
unsteady flow
vacuum breaker valve
water hammer
water turbidity
Opis:
This paper investigated the problems and impacts of transient flow in pipeline systems due to pump power failure. The impact of different protection devices was presented to assure surge protection for the pipeline system. A model via Bentley HAMMER V8.0 Edition was employed to analyse and simulate hydraulic transients in the pipeline system, and protection alternatives were studied. Surge protection included using only an air vessel, using an air vessel and two surge tanks, and employing five air vessels and vacuum breaker. The obtained results for pressures, heads, and cavitation along the pipeline system were graphically presented for various operating conditions. Using five air vessels with vacuum breaker valve as surge protection proved to be more effective and economical against pump power failure. Changing the flow density did not have a significant impact on the pressures. For protection with an air vessel; it was concluded that the value 40% of the original diameter for inlet pipe diameter of air vessel, and the value of 2/3 of original pipe diameter were critical values for the transient pressures. Cast iron pipes proved to be the best pipe material for all studied volumes of the air vessel. For protection with an air vessel and two surge tanks; as the inlet pipe diameters increased the maximum pressures increased and the minimum pressures decreased. Regression analyses were performed obtaining equations to predict the pressures according to the inlet pipe diameter, the area of surge tank, and the pipe diameter.
Źródło:
Journal of Water and Land Development; 2020, 47; 47-60
1429-7426
2083-4535
Pojawia się w:
Journal of Water and Land Development
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The State of Water and Wastewater Management in the Municipalities of the Roztocze National Park
Autorzy:
Jóźwiakowski, K.
Podbrożna, D.
Kopczacka, K.
Jaguś, M.
Marzec, M.
Listosz, A.
Pochwatka, P.
Kowalczyk-Juśko, A.
Malik, A.
Powiązania:
https://bibliotekanauki.pl/articles/123660.pdf
Data publikacji:
2018
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
municipality
water supply
sewage system
sewage treatment plant
septic tank
national park
Opis:
The aim of this paper is to present the current state of water and sewage management in the communes where the Roztocze National Park (RNP) is located. The park is located in Lubelskie voivodship, in the territory of four communes: Zamość, Zwierzyniec, Adamów and Józefów, while its buffer zone is located in the communes of Krasnobród, Tereszpol and Szczebrzeszyn. The paper uses data from surveys conducted in these municipalities in 2016. On average, 68.9% of the population used the water supply system in the municipalities surveyed, while 33.4% of the inhabitants had the possibility of discharging sewage to the sewerage system. In the area of the communes, there are 10 collective, mechanical and biological wastewater treatment plants with a capacity exceeding 5 m3·d-1. The households which are not connected to the sewage network discharge wastewater mainly to non-return tanks. Four out of the seven surveyed communities had 64 domestic sewage treatment plants, including 60 systems with infiltration drainage, which do not ensure high efficiency of removing pollution and may even contribute to the degradation of groundwater quality. In order to solve the existing problems in the area of sewage and water management occurring in the communes where the Roztocze National Park is located, it is necessary to further develop collective sewage systems and equip the areas with dispersed buildings with highly efficient, residential sewage treatment plants, e.g. constructed wetlands.
Źródło:
Journal of Ecological Engineering; 2018, 19, 2; 255-262
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The Condition of Sanitary Infrastructure in the Parczew District and the Need for its Development
Autorzy:
Micek, A.
Marzec, M.
Jóźwiakowska, K.
Pochwatka, P.
Powiązania:
https://bibliotekanauki.pl/articles/123430.pdf
Data publikacji:
2018
Wydawca:
Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:
sanitary infrastructure
commune
water supply system
sewerage system
wastewater treatment plant
septic tank
Opis:
The aim of this paper is to present the current state and the need for development of sanitary infrastructure in the communes of Parczew District, in Lublin Voivodeship. Parczew District encompasses seven communes: Parczew, Dębowa Kłoda, Jabłoń, Milanów, Podedwórze, Siemień, and Sosnowica. The present paper uses the data from the surveys conducted in these communes in 2016. On average, 88% of the population used the water supply system in the communes surveyed, while 48% of the inhabitants were connected to a sewerage system. Parczew District had 12 collective mechanical and biological wastewater treatment plants with a capacity exceeding 5 m3/d. The households which were not connected to the sewerage network discharged the wastewater mainly to non-return tanks. In the communes surveyed, 1,115 households had domestic wastewater treatment plants. All of them were systems with infiltration drainage, which do not ensure high efficiency of removing pollutions and may even contribute to the degradation of the groundwater quality. In order to solve the existing problems of sewage and water management in the communes of Parczew District, it is necessary to further develop the collective sewerage systems and equip the areas which have a dispersed development layout with highly efficient domestic treatment plants, such as constructed wetlands.
Źródło:
Journal of Ecological Engineering; 2018, 19, 5; 107-115
2299-8993
Pojawia się w:
Journal of Ecological Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł

Ta witryna wykorzystuje pliki cookies do przechowywania informacji na Twoim komputerze. Pliki cookies stosujemy w celu świadczenia usług na najwyższym poziomie, w tym w sposób dostosowany do indywidualnych potrzeb. Korzystanie z witryny bez zmiany ustawień dotyczących cookies oznacza, że będą one zamieszczane w Twoim komputerze. W każdym momencie możesz dokonać zmiany ustawień dotyczących cookies