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...)
Property / summary
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. Racking on the basis of sequential reactor technology from a constant mirror which allows the highest possible efficiency of the operation. aeration, even with minimum tributaries, ensures that the plant’s operational technological parameters are maintained at all times. The reactors will be equipped with static decanters that have no moving parts and drives in the sludge chambers. this solution enhances the certainty of the operator and reduces the costs of operating this essential part of the waste water treatment plant. The waste water will be based on the aerobic process. Oxygenation by rotary blowers equipped with sound-absorbent housings. The upgrade will be fully automated. The plans will be extended. this will include the construction of a collector in ul.Tomaszowska — et. 2, construction of the sewer system on the carcass. Sub-monastery in the streets of Łąkowa, AL.N.M.P, solar, Sobieski. A total of 5.45 km of sanitary sewage system will be constructed together in a gravity/pressure system (Rura PVC 200 mm — gravity system, EP ura 110 mm — pressure system) with PVC pipe connections 160 mm (1.44 km in total). Some lines will be attached. 380 new persons. The demand for improved wastewater services is assumed to be at 5155 p.e. The specific tasks to be carried out as part of these tasks are laid down in technical and financial terms and in the form of financial statements. (English)
 
Property / summary: 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. Racking on the basis of sequential reactor technology from a constant mirror which allows the highest possible efficiency of the operation. aeration, even with minimum tributaries, ensures that the plant’s operational technological parameters are maintained at all times. The reactors will be equipped with static decanters that have no moving parts and drives in the sludge chambers. this solution enhances the certainty of the operator and reduces the costs of operating this essential part of the waste water treatment plant. The waste water will be based on the aerobic process. Oxygenation by rotary blowers equipped with sound-absorbent housings. The upgrade will be fully automated. The plans will be extended. this will include the construction of a collector in ul.Tomaszowska — et. 2, construction of the sewer system on the carcass. Sub-monastery in the streets of Łąkowa, AL.N.M.P, solar, Sobieski. A total of 5.45 km of sanitary sewage system will be constructed together in a gravity/pressure system (Rura PVC 200 mm — gravity system, EP ura 110 mm — pressure system) with PVC pipe connections 160 mm (1.44 km in total). Some lines will be attached. 380 new persons. The demand for improved wastewater services is assumed to be at 5155 p.e. The specific tasks to be carried out as part of these tasks are laid down in technical and financial terms and in the form of financial statements. (English) / rank
Normal rank
 

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

    country
    Poland
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    EU contribution
    3,311,574.71 zloty
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    794,777.93 Euro
    exchange rate to Euro
    0.24 Euro
    point in time
    13 January 2020
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    budget
    3,895,970.28 zloty
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    935,032.87 Euro
    exchange rate to Euro
    0.24 Euro
    point in time
    13 January 2020
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    co-financing rate
    85.0 percent
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    start time
    30 October 2015
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    end time
    30 November 2021
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    beneficiary name (string)
    GMINA KRASNOBRÓD
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    summary
    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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    Identifiers

    Polish Kohesio ID
    RPLU.06.04.00-06-0046/18
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