Temat: collective water supply system - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Failure risk analysis in the collective water supply systems in crisis situations
Autorzy:: Tchórzewska-Cieślak, B.
Pietrucha-Urbanik, K.
Powiązania:: https://bibliotekanauki.pl/articles/2069376.pdf
Data publikacji:: 2013
Wydawca:: Uniwersytet Morski w Gdyni. Polskie Towarzystwo Bezpieczeństwa i Niezawodności
Tematy:: collective water supply system
crisis situation
critical infrastructure
Opis:: Risk is a basic category to estimate water supply system safety. The first step in risk assessment is to identify the threats and their possible consequences. One of methods for risk assessment is the method using the socalled risk graphs. It relies on the preliminary analysis of such risk factors as: the frequency of threat occurrence – F, the duration of the risk exposure – E, the size of the possible consequences – C and a degree of protection – O, that is inversely proportional to the mentioned measures of risk. The route along the branches of the risk graph should be started from the determination of the initiating/peak event which is the undesirable event (e.g. secondary water contamination in water-pipe network). The expanded risk graph presented in the work differs from the standard (commonly used) graph because it takes into consideration all combinations of the particular risk factors.
Źródło:: Journal of Polish Safety and Reliability Association; 2013, 4, 1; 129--136
2084-5316
Pojawia się w:: Journal of Polish Safety and Reliability Association
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 2.

Tytuł:: Propozycja metody analizy i oceny bezpieczeństwa dostawy wody
A proposal of a method for water supply safety analysis and assessment
Autorzy:: Tchórzewska-Cieślak, B.
Szpak, D.
Powiązania:: https://bibliotekanauki.pl/articles/237153.pdf
Data publikacji:: 2015
Wydawca:: Polskie Zrzeszenie Inżynierów i Techników Sanitarnych
Tematy:: system zbiorowego zaopatrzenia w wodę
infrastruktura krytyczna
analiza uszkodzeń
analiza ryzyka
collective water supply system
critical infrastructure
failure analysis
risk analysis
Opis:: In accordance with The European Programme for Critical Infrastructure Protection (EPCIP), infrastructure such as collective water supply system is required to be covered by a conservation plan including important resources identification, risk analysis based on the main threat scenarios as well as identification, selection and prioritization of procedures and security measures. The paper proposes a comprehensive method of analysis and assessment of water supply safety from the water consumer perspective. An innovative application of Failure Mode and Effects Analysis (FMEA) is presented, taking into account an uncertainty factor. The method is based on Total Quality Management (TQM). It adheres to the World Health Organization (WHO) recommendations in regard to water safety plan development based on a risk analysis. The method developed involves determination of a water supply safety measure taking account of a priority risk. It allows for a cause-and-effect analysis of all the event scenarios that might lead to the loss of water supply security. Additionally, it’s novelty comes from using the uncertain or incomplete databases. As an example, the paper presents the methodology application for the real water supply system.
System zbiorowego zaopatrzenia w wodę, zgodnie z europejskim programem ochrony infrastruktury krytycznej (EPCIP), stanowi taki rodzaj infrastruktury, która musi mieć plan ochrony, obejmujący identyfikację ważnych zasobów, analizę ryzyka opartą na scenariuszach głównych zagrożeń oraz identyfikację, wybór i ustalenie priorytetów procedur i środków ochrony. W pracy zaproponowano kompleksową metodę analizy i oceny bezpieczeństwa dostawy wody z punktu widzenia jej konsumentów. Wykorzystano metodę analizy przyczyn i skutków uszkodzeń (FMEA) z uwzględnieniem czynnika niepewności, co jest opracowaniem oryginalnym. Metoda ta została oparta na tzw. zasadzie zarządzania przez jakość (TQM). Wychodzi ona naprzeciw zaleceniom Światowej Organizacji Zdrowia (ONZ) w kontekście opracowywania planów bezpieczeństwa wody opartych na analizie ryzyka. Opracowana metoda polega na wyznaczeniu miary bezpieczeństwa dostawy wody z uwzględnieniem ryzyka priorytetowego. Pozwala ona na analizę przyczynowo-skutkową wszystkich scenariuszy zdarzeń mogących spowodować utratę bezpieczeństwa dostawy wody. Jej nowatorski charakter polega ponadto na wykorzystaniu baz danych o charakterze niepewnym lub niepełnym. Jako ilustrację metody podano przykład jej zastosowania w przypadku rzeczywistego systemu wodociągowego.
Źródło:: Ochrona Środowiska; 2015, 37, 3; 43-47
1230-6169
Pojawia się w:: Ochrona Środowiska
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 3.

Tytuł:: The Condition of the Sanitary Infrastructure in the Ryki District in Poland and the Need for its Development
Autorzy:: Jóźwiakowska, Karolina
Micek, Agnieszka
Kanios, Krzysztof
Powiązania:: https://bibliotekanauki.pl/articles/1839635.pdf
Data publikacji:: 2021
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: district
septic tank
household wastewater treatment plants
collective wastewater treatment plants
water supply network
sewage system
Opis:: The aim of this paper was to present the current state and the need for development of the sanitary infrastructure in the communes of the Ryki District located in the Lublin Voivodeship. The Ryki District encompasses 1 urban Commune – Dęblin, 1 urban-rural Commune – Ryki and 4 rural communes: Kłoczew, Nowodwór, Stężyca and Ułęż. The paper is based on the data from the surveys conducted in all the afore-mentioned communes in 2016. In the whole district on average 71.3% of the population used the water supply network, while 42% of the inhabitants were able to discharge wastewater to the sewage system. Within the area of the Ryki District, 5 collective wastewater treatment plants with a capacity exceeding 5 m3/d functioned in 2016. The households which were not connected to the sewage network discharged wastewater mainly to non-return tanks. About 440 household sewage treatment plants were found in the surveyed communes. The overwhelming majority of such small objects in the discussed district were activated sludge systems (92%). The research carried out in 2016 proved a strong need to develop the current state of the sanitary infrastructure in the Ryki District. A particular emphasis should be placed on the wastewater management by connecting the inhabitants of urban areas to a joint sewage disposal system. Ecological awareness must be raised so as to encourage people to invest in household wastewater treatment plants, which should be used in the areas with scattered development.
Źródło:: Journal of Ecological Engineering; 2021, 22, 4; 256-264
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 4.

Tytuł:: The Condition of the Sanitary Infrastructure in the Bialski District in Poland and the Need for its Development
Autorzy:: Jóźwiakowska, Karolina
Marzec, Michał
Powiązania:: https://bibliotekanauki.pl/articles/124925.pdf
Data publikacji:: 2020
Wydawca:: Polskie Towarzystwo Inżynierii Ekologicznej
Tematy:: district
septic tank
household wastewater treatment plants
collective wastewater treatment plants
water supply network
sewerage system
Opis:: The aim of this paper was to present the current state and the need for development of the sanitary infrastructure in the communes of the Bialski District located in the Lublin Voivodeship. The Bialski District encompasses 2 urban communes: Miedzyrzec Podlaski and Terespol and 17 rural communes: Biała Podlaska, Drelów, Janów Podlaski, Kodeń, Konstantynów, Leśna Podlaska, Łomazy, Międzyrzec Podlaski, Piszcząc, Rokitno, Rossosz, Sławatycze, Sosnówka, Terespol, Tuczna, Wisznice and Zalesie. The present paper uses the data from the surveys conducted in these communes in 2016. On average, 79.2% of the population used the water supply system in the surveyed communes, while 39.4% of the inhabitants had the possibility of discharging wastewater to the sewerage system. In the area of the communes, there were 20 collective, mechanical and biological wastewater treatment plants with a capacity exceeding 5 m³/d. The households which were not connected to the wastewater network, discharged wastewater mainly to non-return tanks. In the surveyed communes, there were 4437 household wastewater treatment plants. Most of them (above 80%) were the systems with infiltration drainage, which do not ensure high efficiency of pollutants removal and may even contribute to the degradation of the groundwater quality. In order to solve the existing problems of wastewater and water management occurring in the communes where the Bialski District is located, it is necessary to further develop collective wastewater systems and equip the areas characterized by dispersed housing with highly efficient household treatment plants, e.g. constructed wetlands.
Źródło:: Journal of Ecological Engineering; 2020, 21, 5; 155-163
2299-8993
Pojawia się w:: Journal of Ecological Engineering
Dostawca treści:: Biblioteka Nauki

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