Water protection measures in the municipality of Močenok (Q3104226): Difference between revisions
Jump to navigation
Jump to search
(Changed an Item: modifying co-finance rate with the percentage) |
(Created claim: summary (P836): The place of implementation of the project is the municipality of Močenok in the district of Šaľa. It will be the construction of water retention measures in the municipality of Močenok in order to retain rainwater by soaking or retaining in the proposed area and thus reducing the total amount of water flowing into the public rain sewer in case of torrential rainfall with the effect of reducing the course of the flood wave on the connected flows...) |
||||||||||||||
| Property / summary | |||||||||||||||
The place of implementation of the project is the municipality of Močenok in the district of Šaľa. It will be the construction of water retention measures in the municipality of Močenok in order to retain rainwater by soaking or retaining in the proposed area and thus reducing the total amount of water flowing into the public rain sewer in case of torrential rainfall with the effect of reducing the course of the flood wave on the connected flows. The parcel concerned is located in the central part of the municipality with access from the local asphalt road. On the affected plot there is a building of the Cultural House surrounded by grassy and forest cover.The project will implement the following measures: Drainage of the flat roof KD This building object solves the proposal for the drainage of the rainwater of the flat roof of the building of the Cultural House, currently the rainwater is drained through the attic gutter and three facade downhills on the south side of the building to the underground sewerage network.The combination of the following measures for rainwater retention:SO 01.1 Green roof KD 540 is proposed within this building. 95 m2SO 01.2 Bioretention rain lake 30 m2SO 01.3 PVC pipe DN 160 Safety overflow from lake to bag 1mSO 01.4 Pipe drainage DN 160 Driving water from KD roof to lake 18 MSO 01.5 Pipe drainage DN 160 Drainage water from the roof KD to lake 11 MSO 01.6 Pipe drainage DN 160 Driving water from KD roof to lake 18 mProposed drainage area SO 01: 540.95+ 30= 570.95 m2Building the green roof will contain rainwater by soaking on the roof of KD recycled geotextiles with the support of the garden substrate and the proposed plants.Water that does not manage the green roof to contain will be drained through the attic trough into three facade rainfalls, which will be led below the ground with the result in the proposed retention lake, where the water will be further infused into the subsoil in the torrential rainfall. The whole proposal also foresees a safety overflow (in the case of prolonged rainfall) from the retention lake to the inlet groove of 10 m long.The drainage of the eastern inclined roof KDThis building is designed to drain the rainwater from the oblique part of the roof of the building of the Cultural House n and the east side. Currently, the rainwater is drained through the gutter and one downhill on the east side of the building on the asphalt path, from where it flows into the adjacent grassy area.In the framework of this building, a combination of the following measures for rainwater retention and infiltration of this part of the roof is proposed:SO 02.1 PVC pipe DN 160 Water drainage from the roof KD to the garden 10 MSO 02.2 Bioretention rain garden 6m2SO 02.3 Pipe PVC DN 160 Safety overflow from the garden to the bag 1mSO 02.4 Pipe drainage DN 160 for infiltration 10 mProposed drainage area object SO 01: 22,1 + 6 = 28,1 m².The correction of the end of the rainwater will result in the retention of rainwater by soaking directly near the KD with the support of the garden substrate and the proposed plants in the rain garden.Water that can not be held by the retention garden will be carried out by safety overflow (in the case of longer lasting rains) from the retention garden to the 5 m long line.The part of this building is also the repair of the roof covering KD, which is in a technically unsatisfactory condition and for the retention of all the rainwater impacted on the roofing is necessary to replace the existing roofing and lathing, including the replacement of the rain gutter and downhill.The drainage of the flat roof of the extension KD and the pavement This building object solves the proposal for the drainage of rainwater from the flat part of the roof of the building of the Cultural House on the north side. At present, rainwater is drained through an attic gutter and one downpipe on the north side of the building on the asphalt path, from where it flows into the adjacent grassy area.In this building, a combination of the following measures for rainwater retention and infiltration from this part of the roof is proposed:SO 03.1 PVC pipe DN 160 Driving water from the roof KD to the tank 11 MSO 03.2 Underground retention tank 12 m3SO 03.3 PVC pipe DN 160 Safety overflow from the tank into the bag 1 MSO 03.4 Pipe drainage DN 160 for infiltration 10 MSO 03.5 Pipe PVC DN 160 Driving water from drainage to tank 10 MSO 03.6 Pipe drainage DN 160 for infiltration from pavement 56 mProposed drainage area SO 01: 21,2 + 178,4+ 33,6=232,2m2Building the green roof, the rainwater will be intercepted directly on the roof of the KD by recycling geotextiles with the support of the garden substrate and the proposed plants.Water that cannot be held by the green roof will be drained through the attic gutter to the facade rainwater, which will then be led below the ground with the result in the proposed retention tank, where the (English) | |||||||||||||||
| Property / summary: The place of implementation of the project is the municipality of Močenok in the district of Šaľa. It will be the construction of water retention measures in the municipality of Močenok in order to retain rainwater by soaking or retaining in the proposed area and thus reducing the total amount of water flowing into the public rain sewer in case of torrential rainfall with the effect of reducing the course of the flood wave on the connected flows. The parcel concerned is located in the central part of the municipality with access from the local asphalt road. On the affected plot there is a building of the Cultural House surrounded by grassy and forest cover.The project will implement the following measures: Drainage of the flat roof KD This building object solves the proposal for the drainage of the rainwater of the flat roof of the building of the Cultural House, currently the rainwater is drained through the attic gutter and three facade downhills on the south side of the building to the underground sewerage network.The combination of the following measures for rainwater retention:SO 01.1 Green roof KD 540 is proposed within this building. 95 m2SO 01.2 Bioretention rain lake 30 m2SO 01.3 PVC pipe DN 160 Safety overflow from lake to bag 1mSO 01.4 Pipe drainage DN 160 Driving water from KD roof to lake 18 MSO 01.5 Pipe drainage DN 160 Drainage water from the roof KD to lake 11 MSO 01.6 Pipe drainage DN 160 Driving water from KD roof to lake 18 mProposed drainage area SO 01: 540.95+ 30= 570.95 m2Building the green roof will contain rainwater by soaking on the roof of KD recycled geotextiles with the support of the garden substrate and the proposed plants.Water that does not manage the green roof to contain will be drained through the attic trough into three facade rainfalls, which will be led below the ground with the result in the proposed retention lake, where the water will be further infused into the subsoil in the torrential rainfall. The whole proposal also foresees a safety overflow (in the case of prolonged rainfall) from the retention lake to the inlet groove of 10 m long.The drainage of the eastern inclined roof KDThis building is designed to drain the rainwater from the oblique part of the roof of the building of the Cultural House n and the east side. Currently, the rainwater is drained through the gutter and one downhill on the east side of the building on the asphalt path, from where it flows into the adjacent grassy area.In the framework of this building, a combination of the following measures for rainwater retention and infiltration of this part of the roof is proposed:SO 02.1 PVC pipe DN 160 Water drainage from the roof KD to the garden 10 MSO 02.2 Bioretention rain garden 6m2SO 02.3 Pipe PVC DN 160 Safety overflow from the garden to the bag 1mSO 02.4 Pipe drainage DN 160 for infiltration 10 mProposed drainage area object SO 01: 22,1 + 6 = 28,1 m².The correction of the end of the rainwater will result in the retention of rainwater by soaking directly near the KD with the support of the garden substrate and the proposed plants in the rain garden.Water that can not be held by the retention garden will be carried out by safety overflow (in the case of longer lasting rains) from the retention garden to the 5 m long line.The part of this building is also the repair of the roof covering KD, which is in a technically unsatisfactory condition and for the retention of all the rainwater impacted on the roofing is necessary to replace the existing roofing and lathing, including the replacement of the rain gutter and downhill.The drainage of the flat roof of the extension KD and the pavement This building object solves the proposal for the drainage of rainwater from the flat part of the roof of the building of the Cultural House on the north side. At present, rainwater is drained through an attic gutter and one downpipe on the north side of the building on the asphalt path, from where it flows into the adjacent grassy area.In this building, a combination of the following measures for rainwater retention and infiltration from this part of the roof is proposed:SO 03.1 PVC pipe DN 160 Driving water from the roof KD to the tank 11 MSO 03.2 Underground retention tank 12 m3SO 03.3 PVC pipe DN 160 Safety overflow from the tank into the bag 1 MSO 03.4 Pipe drainage DN 160 for infiltration 10 MSO 03.5 Pipe PVC DN 160 Driving water from drainage to tank 10 MSO 03.6 Pipe drainage DN 160 for infiltration from pavement 56 mProposed drainage area SO 01: 21,2 + 178,4+ 33,6=232,2m2Building the green roof, the rainwater will be intercepted directly on the roof of the KD by recycling geotextiles with the support of the garden substrate and the proposed plants.Water that cannot be held by the green roof will be drained through the attic gutter to the facade rainwater, which will then be led below the ground with the result in the proposed retention tank, where the (English) / rank | |||||||||||||||
Normal rank | |||||||||||||||
| Property / summary: The place of implementation of the project is the municipality of Močenok in the district of Šaľa. It will be the construction of water retention measures in the municipality of Močenok in order to retain rainwater by soaking or retaining in the proposed area and thus reducing the total amount of water flowing into the public rain sewer in case of torrential rainfall with the effect of reducing the course of the flood wave on the connected flows. The parcel concerned is located in the central part of the municipality with access from the local asphalt road. On the affected plot there is a building of the Cultural House surrounded by grassy and forest cover.The project will implement the following measures: Drainage of the flat roof KD This building object solves the proposal for the drainage of the rainwater of the flat roof of the building of the Cultural House, currently the rainwater is drained through the attic gutter and three facade downhills on the south side of the building to the underground sewerage network.The combination of the following measures for rainwater retention:SO 01.1 Green roof KD 540 is proposed within this building. 95 m2SO 01.2 Bioretention rain lake 30 m2SO 01.3 PVC pipe DN 160 Safety overflow from lake to bag 1mSO 01.4 Pipe drainage DN 160 Driving water from KD roof to lake 18 MSO 01.5 Pipe drainage DN 160 Drainage water from the roof KD to lake 11 MSO 01.6 Pipe drainage DN 160 Driving water from KD roof to lake 18 mProposed drainage area SO 01: 540.95+ 30= 570.95 m2Building the green roof will contain rainwater by soaking on the roof of KD recycled geotextiles with the support of the garden substrate and the proposed plants.Water that does not manage the green roof to contain will be drained through the attic trough into three facade rainfalls, which will be led below the ground with the result in the proposed retention lake, where the water will be further infused into the subsoil in the torrential rainfall. The whole proposal also foresees a safety overflow (in the case of prolonged rainfall) from the retention lake to the inlet groove of 10 m long.The drainage of the eastern inclined roof KDThis building is designed to drain the rainwater from the oblique part of the roof of the building of the Cultural House n and the east side. Currently, the rainwater is drained through the gutter and one downhill on the east side of the building on the asphalt path, from where it flows into the adjacent grassy area.In the framework of this building, a combination of the following measures for rainwater retention and infiltration of this part of the roof is proposed:SO 02.1 PVC pipe DN 160 Water drainage from the roof KD to the garden 10 MSO 02.2 Bioretention rain garden 6m2SO 02.3 Pipe PVC DN 160 Safety overflow from the garden to the bag 1mSO 02.4 Pipe drainage DN 160 for infiltration 10 mProposed drainage area object SO 01: 22,1 + 6 = 28,1 m².The correction of the end of the rainwater will result in the retention of rainwater by soaking directly near the KD with the support of the garden substrate and the proposed plants in the rain garden.Water that can not be held by the retention garden will be carried out by safety overflow (in the case of longer lasting rains) from the retention garden to the 5 m long line.The part of this building is also the repair of the roof covering KD, which is in a technically unsatisfactory condition and for the retention of all the rainwater impacted on the roofing is necessary to replace the existing roofing and lathing, including the replacement of the rain gutter and downhill.The drainage of the flat roof of the extension KD and the pavement This building object solves the proposal for the drainage of rainwater from the flat part of the roof of the building of the Cultural House on the north side. At present, rainwater is drained through an attic gutter and one downpipe on the north side of the building on the asphalt path, from where it flows into the adjacent grassy area.In this building, a combination of the following measures for rainwater retention and infiltration from this part of the roof is proposed:SO 03.1 PVC pipe DN 160 Driving water from the roof KD to the tank 11 MSO 03.2 Underground retention tank 12 m3SO 03.3 PVC pipe DN 160 Safety overflow from the tank into the bag 1 MSO 03.4 Pipe drainage DN 160 for infiltration 10 MSO 03.5 Pipe PVC DN 160 Driving water from drainage to tank 10 MSO 03.6 Pipe drainage DN 160 for infiltration from pavement 56 mProposed drainage area SO 01: 21,2 + 178,4+ 33,6=232,2m2Building the green roof, the rainwater will be intercepted directly on the roof of the KD by recycling geotextiles with the support of the garden substrate and the proposed plants.Water that cannot be held by the green roof will be drained through the attic gutter to the facade rainwater, which will then be led below the ground with the result in the proposed retention tank, where the (English) / qualifier | |||||||||||||||
point in time: 28 September 2021
| |||||||||||||||
Revision as of 14:16, 28 September 2021
Project Q3104226 in Slovakia
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Water protection measures in the municipality of Močenok |
Project Q3104226 in Slovakia |
Statements
126,878.35 Euro
0 references
149,268.65 Euro
0 references
85.0 percent
0 references
1 September 2020
0 references
1 February 2021
0 references
Obec Močenok
0 references
48°13'56.57"N, 17°55'54.70"E
0 references
Miestom realizácie projektu je obec Močenok v okrese Šaľa. Bude sa jednať o výstavbu vodozádržných opatrení v obci Močenok za účelom zadržania dažďovej vody vsakovaním alebo retenciou v navrhovanom území a teda zníženiu celkového množstva vody pritekajúcej do verejnej dažďovej kanalizácie pri prívalových dažďoch s vplyvom na zníženie priebehu povodňovej vlny na napojených tokoch. Dotknutá parcela sa nachádza v centrálnej časti obce s prístupom z miestnej asfaltovej cesty. Na dotknutej parcele sa nachádza objekt Kultúrneho domu obkolesený trávnatými a lesnými porastami.V rámci projektu dôjde k realizácií nasledovných opatrení: Odvodnenie plochej strechy KD Tento stavebný objekt rieši návrh odvodnenia dažďovej vody plochej strechy objektu Kultúrneho domu, v súčasnosti je dažďová voda zvedená cez atikový žľab a tri fasádne zvody na južnej strane objektu do podzemnej kanalizačnej siete.V rámci tohto objektu je navrhovaná kombinácia nižšie uvedených opatrení pre retenciu dažďovej vody:SO 01.1 Zelená strecha KD 540,95 m2SO 01.2 Bioretenčné dažďové jazero 30 m2SO 01.3 Potrubie PVC DN 160 Bezpečnostný prepad z jazera do vsaku 1mSO 01.4 Potrubie drenážne DN 160 Odvedenie vody zo strechy KD do jazera 18 mSO 01.5 Potrubie drenážne DN 160 Odvedenie vody zo strechy KD do jazera 11 mSO 01.6 Potrubie drenážne DN 160 Odvedenie vody zo strechy KD do jazera 18 mNavrhovaná odvodňovaná plocha objektu SO 01: 540,95+30= 570,95 m2Vybudovaním zelenej strechy dôjde k zadržaniu dažďovej vody vsakovaním na streche KD recyklovanými geotextíliami za podpory záhradného substrátu a navrhovaných rastlín.Voda, ktorú nestihne zelená strecha zadržať bude zvedená cez atikový žľab do troch fasádnych dažďových zvodov, ktoré budú vedené pod zemou s vyústením do navrhovaného retenčného jazera, kde bude voda pri prívalových dažďoch ďalej vsakovať do podložia. Celý tento návrh počíta aj s bezpečnostným prepadom (v prípade dlhšie trvajúcich dažďoch) z retenčného jazera do vsakovacej ryhy dĺžky 10 m.Odvodnenie východnej šikmej strechy KDTento stavebný objekt rieši návrh odvodnenia dažďovej vody zo šikmej časti strechy objektu Kultúrneho domu n a východnej strane. V súčasnosti je dažďová voda zvedená cez odkvapový žľab a jeden zvod na východnej strane objektu na asfaltový chodník, odkiaľ odteká do priľahlej trávnatej plochy.V rámci tohto objektu je navrhovaná kombinácia nižšie uvedených opatrení pre retenciu a vsakovanie dažďovej vody t tejto časti strechy:SO 02.1 Potrubie PVC DN 160 Odvedenie vody zo strechy KD do záhrady 10 mSO 02.2 Bioretenčná dažďová záhrada 6m2SO 02.3 Potrubie PVC DN 160 Bezpečnostný prepad zo záhrady do vsaku 1mSO 02.4 Potrubie drenážne DN 160 na vsakovanie 10 mNavrhovaná odvodňovaná plocha objekt SO 01: 22,1 + 6 = 28,1 m2.Úpravou ukončenia dažďového zvodu dôjde k zadržaniu dažďovej vody vsakovaním priamo v blízkosti KD za podpory záhradného substrátu a navrhovaných rastlín v dažďovej záhrade.Voda, ktorú nestihne retenčná záhrada zadržať, bude zvedená bezpečnostným prepadom (v prípade dlhšie trvajúcich dažďov) z retenčnej záhrady do vsakovacej ryhy dĺžky 5m.Súčasťou tohto stavebného objektu je aj oprava strešnej krytiny KD, ktorá je v technicky nevyhovujúcom stave a pre zadržanie všetkej dažďovej vody dopadnutej na krytinu je potrebná výmena existujúcej krytiny a latovania, vrátane výmeny dažďového žľabu a zvodu.Odvodnenie plochej strechy prístavby KD a chodníkaTento stavebný objekt rieši návrh odvodnenia dažďovej vody z plochej časti strechy prístavby objektu Kultúrneho domu na severnej strane. V súčasnosti dažďová voda je zvedená cez atikový žľab a jeden zvod na severnej strane objektu na asfaltový chodník, odkiaľ odteká do priľahlej trávnatej plochy.V rámci tohto objektu je navrhovaná kombinácia nižšie uvedených opatrení pre retenciu a vsakovanie dažďovej vody z tejto časti strechy:SO 03.1 Potrubie PVC DN 160 Odvedenie vody zo strechy KD do nádrže 11 mSO 03.2 Podzemná retenčná nádrž 12 m3SO 03.3 Potrubie PVC DN 160 Bezpečnostný prepad z nádrže do vsaku 1 mSO 03.4 Potrubie drenážne DN 160 na vsakovanie 10 mSO 03.5 Potrubie PVC DN 160 Odvedenie vody z drenáže do nádrže 10 mSO 03.6 Potrubie drenážne DN 160 na vsakovanie z chodníka 56 mNavrhovaná odvodňovaná plocha objektu SO 01: 21,2 + 178,4+33,6=232,2m2Vybudovaním zelenej strechy dôjde k zadržaniu dažďovej vody vsakovaním priamo na streche KD recyklovaním geotextíliami za podpory záhradného substrátu a navrhovaných rastlín.Voda, ktorú nestihne zelená strecha zadržať bude zvedená cez atikový žľab do fasádneho dažďového zvodu, ktorý bude následne vedený pod zemou s vyústením do navrhovanej retenčnej nádrže, kde sa (Slovak)
0 references
The place of implementation of the project is the municipality of Močenok in the district of Šaľa. It will be the construction of water retention measures in the municipality of Močenok in order to retain rainwater by soaking or retaining in the proposed area and thus reducing the total amount of water flowing into the public rain sewer in case of torrential rainfall with the effect of reducing the course of the flood wave on the connected flows. The parcel concerned is located in the central part of the municipality with access from the local asphalt road. On the affected plot there is a building of the Cultural House surrounded by grassy and forest cover.The project will implement the following measures: Drainage of the flat roof KD This building object solves the proposal for the drainage of the rainwater of the flat roof of the building of the Cultural House, currently the rainwater is drained through the attic gutter and three facade downhills on the south side of the building to the underground sewerage network.The combination of the following measures for rainwater retention:SO 01.1 Green roof KD 540 is proposed within this building. 95 m2SO 01.2 Bioretention rain lake 30 m2SO 01.3 PVC pipe DN 160 Safety overflow from lake to bag 1mSO 01.4 Pipe drainage DN 160 Driving water from KD roof to lake 18 MSO 01.5 Pipe drainage DN 160 Drainage water from the roof KD to lake 11 MSO 01.6 Pipe drainage DN 160 Driving water from KD roof to lake 18 mProposed drainage area SO 01: 540.95+ 30= 570.95 m2Building the green roof will contain rainwater by soaking on the roof of KD recycled geotextiles with the support of the garden substrate and the proposed plants.Water that does not manage the green roof to contain will be drained through the attic trough into three facade rainfalls, which will be led below the ground with the result in the proposed retention lake, where the water will be further infused into the subsoil in the torrential rainfall. The whole proposal also foresees a safety overflow (in the case of prolonged rainfall) from the retention lake to the inlet groove of 10 m long.The drainage of the eastern inclined roof KDThis building is designed to drain the rainwater from the oblique part of the roof of the building of the Cultural House n and the east side. Currently, the rainwater is drained through the gutter and one downhill on the east side of the building on the asphalt path, from where it flows into the adjacent grassy area.In the framework of this building, a combination of the following measures for rainwater retention and infiltration of this part of the roof is proposed:SO 02.1 PVC pipe DN 160 Water drainage from the roof KD to the garden 10 MSO 02.2 Bioretention rain garden 6m2SO 02.3 Pipe PVC DN 160 Safety overflow from the garden to the bag 1mSO 02.4 Pipe drainage DN 160 for infiltration 10 mProposed drainage area object SO 01: 22,1 + 6 = 28,1 m².The correction of the end of the rainwater will result in the retention of rainwater by soaking directly near the KD with the support of the garden substrate and the proposed plants in the rain garden.Water that can not be held by the retention garden will be carried out by safety overflow (in the case of longer lasting rains) from the retention garden to the 5 m long line.The part of this building is also the repair of the roof covering KD, which is in a technically unsatisfactory condition and for the retention of all the rainwater impacted on the roofing is necessary to replace the existing roofing and lathing, including the replacement of the rain gutter and downhill.The drainage of the flat roof of the extension KD and the pavement This building object solves the proposal for the drainage of rainwater from the flat part of the roof of the building of the Cultural House on the north side. At present, rainwater is drained through an attic gutter and one downpipe on the north side of the building on the asphalt path, from where it flows into the adjacent grassy area.In this building, a combination of the following measures for rainwater retention and infiltration from this part of the roof is proposed:SO 03.1 PVC pipe DN 160 Driving water from the roof KD to the tank 11 MSO 03.2 Underground retention tank 12 m3SO 03.3 PVC pipe DN 160 Safety overflow from the tank into the bag 1 MSO 03.4 Pipe drainage DN 160 for infiltration 10 MSO 03.5 Pipe PVC DN 160 Driving water from drainage to tank 10 MSO 03.6 Pipe drainage DN 160 for infiltration from pavement 56 mProposed drainage area SO 01: 21,2 + 178,4+ 33,6=232,2m2Building the green roof, the rainwater will be intercepted directly on the roof of the KD by recycling geotextiles with the support of the garden substrate and the proposed plants.Water that cannot be held by the green roof will be drained through the attic gutter to the facade rainwater, which will then be led below the ground with the result in the proposed retention tank, where the (English)
28 September 2021
0 references
Identifiers
310021S489
0 references