Informacja o cookies

Zgadzam się Nasza strona zapisuje niewielkie pliki tekstowe, nazywane ciasteczkami (ang. cookies) na Twoim urządzeniu w celu lepszego dostosowania treści oraz dla celów statystycznych. Możesz wyłączyć możliwość ich zapisu, zmieniając ustawienia Twojej przeglądarki. Korzystanie z naszej strony bez zmiany ustawień oznacza zgodę na przechowywanie cookies w Twoim urządzeniu.

Publikacje Pracowników Politechniki Lubelskiej

Status:
Autorzy: Suchorab Paweł, Iwanek Małgorzata, Florek Mateusz, Błoński M., Malec Anna
Wersja dokumentu: Drukowana | Elektroniczna
Arkusze wydawnicze: 0,78
Język: angielski
Strony: 197 - 208
Efekt badań statutowych NIE
Materiał konferencyjny: NIE
Publikacja OA: TAK
Licencja:
Sposób udostępnienia: Witryna wydawcy
Wersja tekstu: Ostateczna wersja opublikowana
Czas opublikowania: W momencie opublikowania
Abstrakty: angielski
Sewer manholes are essential elements of gravity sewerage systems. The wide range of market offers includes both plastic and concrete sewer manholes. In order to fulfil its function and make its long-standing, proper exploitation available, manholes should be made of high quality materials. The apparent ease of producing sewerage manholes prefabricated elements and low quality materials used by some producers caused that concrete manholes seem to be impermanent. However, the technology of prefabrication and principles of concrete manholes realizations are continuously improved. Nowadays, the building of concrete manholes which enables a long-time proper exploitation is possible and often applied. This paper presents results of an evaluation and analysis of the condition of 41 concrete exploited sewerage manholes of gravity sanitary systems and gravity storm water drainage systems. Manholes were located in 13 different testing points in 5 voivodeships in Poland. The exploitation time of examined sewer manholes varied from 1 to over 11 years. During the test, the general condition of manholes was valuated as well as the condition of manhole base units. Information about every manhole was supplemented with the manhole’s exploitation time, localization, system type and manhole base unit producing technology. As additional, in selected cases also examinations of sewage pH and concrete pH were executed. The sewage and concrete pH was examined by the Rainbow-Test method indicator. Basing on executed analysis, a dependence rule between technical condition of a manholes and their time of exploitation and producing technology were tried to be defined.