RECONSTRUCTION OF THE WASTE WATER TREATMENT PLANT FOR THE AGGLOMERATION OF KRASEAST WITH THE CONSTRUCTION OF A SANITARY SEWAGE SYSTEM IN KRASNOBRODZIE (Q105657): Difference between revisions
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(Removed claim: summary (P836): The need to carry out investments (I) is justified by the need to make an order in order to manage the water and wastewater throughout the agglomeration. The need to develop and rebuild the urban waste water treatment plant in Krasnozen is the result of a greater burden of waste and waste water from project- and improving the efficiency of the treatment and loss of sediments. I. is the conversion of the waste water treatment plant to the agall...) |
(Created claim: summary (P836): The need for investment (I) is justified by the need for order and completion of the water and sewage chambers throughout the agglomeration. The need for expansion and refurbishment of municipal sewage treatment plant in Krasnobr. is due to the greater than the projects. the load of waste water and the charge of pollution and improvement of the efficiency of treatment and sludge treatment. I. consists of rebuilding the sewage treatment plant for...) |
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The need for investment (I) is justified by the need for order and completion of the water and sewage chambers throughout the agglomeration. The need for expansion and refurbishment of municipal sewage treatment plant in Krasnobr. is due to the greater than the projects. the load of waste water and the charge of pollution and improvement of the efficiency of treatment and sludge treatment. I. consists of rebuilding the sewage treatment plant for AGL. Krasnobród based on the technology of sequential reactors with a fixed mirror, which allows for the highest possible efficiency of the aeration system even at minimum inflows, guarantees the maintenance of constant, optimal technological parameters of the object. Reactors will be equipped with static decanters without moving parts and propulsion in active sludge chambers – this solution increases operational certainty and reduces the cost of operating this important part of the sewage treatment plant. The sewage treatment will be based on the oxygen process, realised in chambers covered with reinforced concrete ceilings. Oxidation by rotary blowers equipped with sound absorbing enclosures. O Cleans. after modernisation will be fully automated. and rudders. depending on the measured technological indicators., dynamic control will allow to adjust the bandwidth to the item, variable load at maintenance. purify parameters. The planned extension of the sewer s. will include the construction of a collector in Tomaszowska Street – et. 2, construction of a sewer manifold on a wasp. Podklasztor in the area of Łąkowa, AL.N.M.P, Słoneczna, Sobieskiego Streets. In total, a total of 5.45 km of sanitary sewage system will be built in the gravitational and pressure system (PVC tubes 200 mm – gravity system, PE tubes 110 mm – pressure system) together with connections made of PVC 160 mm pipes (total 1.44 km). They will be connected approx. 380 new people. The demand for improved sewage treatment services is assumed to be RLM 5155. The scope of work within the scope of tasks I includes attached techn., financial statement and tab.el.scalonych. (English) | |||||||||||||||
| Property / summary: The need for investment (I) is justified by the need for order and completion of the water and sewage chambers throughout the agglomeration. The need for expansion and refurbishment of municipal sewage treatment plant in Krasnobr. is due to the greater than the projects. the load of waste water and the charge of pollution and improvement of the efficiency of treatment and sludge treatment. I. consists of rebuilding the sewage treatment plant for AGL. Krasnobród based on the technology of sequential reactors with a fixed mirror, which allows for the highest possible efficiency of the aeration system even at minimum inflows, guarantees the maintenance of constant, optimal technological parameters of the object. Reactors will be equipped with static decanters without moving parts and propulsion in active sludge chambers – this solution increases operational certainty and reduces the cost of operating this important part of the sewage treatment plant. The sewage treatment will be based on the oxygen process, realised in chambers covered with reinforced concrete ceilings. Oxidation by rotary blowers equipped with sound absorbing enclosures. O Cleans. after modernisation will be fully automated. and rudders. depending on the measured technological indicators., dynamic control will allow to adjust the bandwidth to the item, variable load at maintenance. purify parameters. The planned extension of the sewer s. will include the construction of a collector in Tomaszowska Street – et. 2, construction of a sewer manifold on a wasp. Podklasztor in the area of Łąkowa, AL.N.M.P, Słoneczna, Sobieskiego Streets. In total, a total of 5.45 km of sanitary sewage system will be built in the gravitational and pressure system (PVC tubes 200 mm – gravity system, PE tubes 110 mm – pressure system) together with connections made of PVC 160 mm pipes (total 1.44 km). They will be connected approx. 380 new people. The demand for improved sewage treatment services is assumed to be RLM 5155. The scope of work within the scope of tasks I includes attached techn., financial statement and tab.el.scalonych. (English) / rank | |||||||||||||||
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| Property / summary: The need for investment (I) is justified by the need for order and completion of the water and sewage chambers throughout the agglomeration. The need for expansion and refurbishment of municipal sewage treatment plant in Krasnobr. is due to the greater than the projects. the load of waste water and the charge of pollution and improvement of the efficiency of treatment and sludge treatment. I. consists of rebuilding the sewage treatment plant for AGL. Krasnobród based on the technology of sequential reactors with a fixed mirror, which allows for the highest possible efficiency of the aeration system even at minimum inflows, guarantees the maintenance of constant, optimal technological parameters of the object. Reactors will be equipped with static decanters without moving parts and propulsion in active sludge chambers – this solution increases operational certainty and reduces the cost of operating this important part of the sewage treatment plant. The sewage treatment will be based on the oxygen process, realised in chambers covered with reinforced concrete ceilings. Oxidation by rotary blowers equipped with sound absorbing enclosures. O Cleans. after modernisation will be fully automated. and rudders. depending on the measured technological indicators., dynamic control will allow to adjust the bandwidth to the item, variable load at maintenance. purify parameters. The planned extension of the sewer s. will include the construction of a collector in Tomaszowska Street – et. 2, construction of a sewer manifold on a wasp. Podklasztor in the area of Łąkowa, AL.N.M.P, Słoneczna, Sobieskiego Streets. In total, a total of 5.45 km of sanitary sewage system will be built in the gravitational and pressure system (PVC tubes 200 mm – gravity system, PE tubes 110 mm – pressure system) together with connections made of PVC 160 mm pipes (total 1.44 km). They will be connected approx. 380 new people. The demand for improved sewage treatment services is assumed to be RLM 5155. The scope of work within the scope of tasks I includes attached techn., financial statement and tab.el.scalonych. (English) / qualifier | |||||||||||||||
point in time: 17 October 2020
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Revision as of 16:50, 17 October 2020
Project in Poland financed by DG Regio
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | RECONSTRUCTION OF THE WASTE WATER TREATMENT PLANT FOR THE AGGLOMERATION OF KRASEAST WITH THE CONSTRUCTION OF A SANITARY SEWAGE SYSTEM IN KRASNOBRODZIE |
Project in Poland financed by DG Regio |
Statements
3,311,574.71 zloty
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3,895,970.28 zloty
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85.0 percent
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30 October 2015
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30 November 2021
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GMINA KRASNOBRÓD
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Potrzeba realizacji Inwestycji (I) jest uzasadniona koniecznością uporządk. i dopełnienia gosp. wodno-ściekowej na terenie całej aglomeracji. Potrzeba rozbudowy i przebud. komunalnej oczyszczalni ścieków w Krasnobr. wynika z większego od projektów. obciążenia ilością ścieków i ładunkiem zaniecz. oraz poprawa skuteczności oczyszczania i zagospod. osadów. I. polega na przebudowie oczyszczalni ścieków dla agl. Krasnobród w oparciu o technologię reaktorów sekwencyjnych ze stałym zwierciadłem, która pozwala na najwyższą z możliwych efektywn. pracy syst. napowietrzania nawet przy minimalnych dopływach, gwarantuje utrzymanie stałych, optym. parametrów technologicznych pracy obiektu. Reaktory będą wyposażone w statyczne dekantery pozbawione części ruchomych i napędów w komorach osadu czynnego-takie rozwiązanie podnosi pewność eksploat. i redukuje koszty obsługi tej istotnej części oczyszczalni ścieków. Oczyszcz. ścieków będzie bazować na procesie tlenowym, realiz. w komorach przykrytych stropem żelbetowym. Natlenianie za pomocą dmuchaw rotacyjnych wyposażonych w obudowy dźwiękochłonne. Oczyszcz. po modernizacji będzie w pełni zautomatyz. i sterow. w zależności od mierzonych wskaźników technolog., dynamiczne sterowanie będzie pozwalało dostos. przepustowość ob. do rzecz., zmiennego obciążenia przy zachow. parametrów oczyszcz. Planowana rozbud. s. kanaliz. obejmie budowę kolektora w ul.Tomaszowskiej - et. 2, budowę kolektora kanalizacji na os. Podklasztor w rejonie ulic Łąkowa, AL.N.M.P, Słoneczna, Sobieskiego. Łącznie wybudowane będzie łącznie 5,45 km kanalizacji sanitarnej w systemie grawitacyjno-ciśnieniowym (Rury PVC 200 mm - system grawitacyjny, Rury PE 110 mm - system ciśnieniowy) wraz z przyłączami z rur PVC 160 mm (łącznie 1,44 km). Przyłączone zostaną ok. 380 nowe osób. Popyt na usługi ulepszonego oczyszcz. ścieków zakłada się na poziomie 5155 RLM. Szcz. zakres prac w ramach poszczeg. zadań I zawiera załączona dok. techn., kosztorysowa oraz tab.el.scalonych. (Polish)
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The need for investment (I) is justified by the need for order and completion of the water and sewage chambers throughout the agglomeration. The need for expansion and refurbishment of municipal sewage treatment plant in Krasnobr. is due to the greater than the projects. the load of waste water and the charge of pollution and improvement of the efficiency of treatment and sludge treatment. I. consists of rebuilding the sewage treatment plant for AGL. Krasnobród based on the technology of sequential reactors with a fixed mirror, which allows for the highest possible efficiency of the aeration system even at minimum inflows, guarantees the maintenance of constant, optimal technological parameters of the object. Reactors will be equipped with static decanters without moving parts and propulsion in active sludge chambers – this solution increases operational certainty and reduces the cost of operating this important part of the sewage treatment plant. The sewage treatment will be based on the oxygen process, realised in chambers covered with reinforced concrete ceilings. Oxidation by rotary blowers equipped with sound absorbing enclosures. O Cleans. after modernisation will be fully automated. and rudders. depending on the measured technological indicators., dynamic control will allow to adjust the bandwidth to the item, variable load at maintenance. purify parameters. The planned extension of the sewer s. will include the construction of a collector in Tomaszowska Street – et. 2, construction of a sewer manifold on a wasp. Podklasztor in the area of Łąkowa, AL.N.M.P, Słoneczna, Sobieskiego Streets. In total, a total of 5.45 km of sanitary sewage system will be built in the gravitational and pressure system (PVC tubes 200 mm – gravity system, PE tubes 110 mm – pressure system) together with connections made of PVC 160 mm pipes (total 1.44 km). They will be connected approx. 380 new people. The demand for improved sewage treatment services is assumed to be RLM 5155. The scope of work within the scope of tasks I includes attached techn., financial statement and tab.el.scalonych. (English)
17 October 2020
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Identifiers
RPLU.06.04.00-06-0046/18
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