Tapping and inland water protection developments in Battonya (Q3948978): Difference between revisions
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The Subsidy Application shall be submitted in accordance with the indicative funding envelope allocated to Mezőkovácsházi Járás. All implementation sites of the project are owned by the Municipality of Battonya. 1.5.1 In the late 1970s, due to the undeveloped drainage system, more than 100 residential properties were flooded in the area. These residential properties have been dismantled due to significant deterioration in their condition and danger. Fortunately, they were rebuilt with state aid and provided the owners with a fresh start. After that, the inland inland drainage system was built in 1981-84. Following the construction of the area, a dryer period followed, so only as a result of heavy rainfall in the spring of 1999, inland waterway floods were created in the public administration. The cause of the flooding is mainly due to the fact that the large collection channels in the city were very neglected, and due to lack of resources they have not been properly maintained and repaired for years. In many cases, the internal drainage pipes installed in ditches were not of the right size and were placed on the wrong flow level, thus they only accelerated the drainage of the ditches and prevented the rapid drainage of the accumulated rainwater. This has resulted in a very limited or complete loss of function of the drainage ditches in many places, resulting in general run-off problems in inland water bays. In the gateways of the property, pipes of inadequate size and thus insufficient rainwater permeability placed by landowners were removed during the spring control in 1999. The mayor’s office has taken care of the restoration of the perimeters by purchasing and constructing the right sized passages. The last time the drainage ditches were cleaned at the time of the 2000 inland water and the restoration of the passages. 1.5.2 Presentation of the current situation, proposals for changes. The excess rainwater in Dózsa Street is not ensured. The end of the street is the lowest point where it flows into the Dry Core, an area higher. The inlet is located between the residential buildings, its depth and deepening threaten the stability of the surrounding residential buildings. Residents use the canal as a waste bin during the dry season, so the natural flow of water is hindered. It is therefore appropriate to make this sewer section covered. It would be necessary to re-synchronise in relation to influence so that influence can be assured. 1.6. In general, it can be stated that the main objects to be protected are all residential buildings in the inland catchment and all public buildings: schools, kindergartens, medical clinics and other public institutions. In general, it can be stated that the main objects to be protected are all public buildings and all residential properties of the urban area The most vulnerable parts of the interior are: the low-facing area bounded by the streets of Aradi Road, Bajcsy-Zsilinszky and Liliom (end of Dózsa street), as well as the deepest area of the settlement, i.e. the DNy part of the inner area, the area bounded by the Rose, Station and May 1 streets.1.7. In 2000 there was a maintenance and partial reconstruction of a large inland water damage repair in the city, which was largely implemented by the city with its own resources. Since then, the cleaning of open inland drainage channels and the mowing of brass canals are typically carried out under public works programmes. The problem on the part of this project is that, on the one hand, the pipes have sunk, so there have been several anti-territory sections, the passages are partly crushed and blocked, the back walls in the passages are decayed, the walls of the canal slid down, so the water is easily congested, and the connection end point of the current open ditch connected to the receiver is located in a heavily slum-washed part of the segregation threatened by segregation, where the inhabitants use this sewer as a quasi dumpster, thereby preventing the canal from functioning as intended. All these problems led to the fact that, in the case of high inland water levels, sudden rainfall could not flow properly on a gravitational basis, resulting in intermittent discharges in the courtyards of houses in the area, and in many cases the pavements and entrances are flooded. All these problems are supported by the defence protocols and photo documentation ordered by the municipality since 2005. (attached in Annex) Overall objective: Developing the drainage system of the settlement’s inland rainwater, increasing its environmental safety and reducing the risk of damage to inland and local water Specific objectives: Orderly and damage of rainfall in the urban area (English) | |||||||||||||||
| Property / summary: The Subsidy Application shall be submitted in accordance with the indicative funding envelope allocated to Mezőkovácsházi Járás. All implementation sites of the project are owned by the Municipality of Battonya. 1.5.1 In the late 1970s, due to the undeveloped drainage system, more than 100 residential properties were flooded in the area. These residential properties have been dismantled due to significant deterioration in their condition and danger. Fortunately, they were rebuilt with state aid and provided the owners with a fresh start. After that, the inland inland drainage system was built in 1981-84. Following the construction of the area, a dryer period followed, so only as a result of heavy rainfall in the spring of 1999, inland waterway floods were created in the public administration. The cause of the flooding is mainly due to the fact that the large collection channels in the city were very neglected, and due to lack of resources they have not been properly maintained and repaired for years. In many cases, the internal drainage pipes installed in ditches were not of the right size and were placed on the wrong flow level, thus they only accelerated the drainage of the ditches and prevented the rapid drainage of the accumulated rainwater. This has resulted in a very limited or complete loss of function of the drainage ditches in many places, resulting in general run-off problems in inland water bays. In the gateways of the property, pipes of inadequate size and thus insufficient rainwater permeability placed by landowners were removed during the spring control in 1999. The mayor’s office has taken care of the restoration of the perimeters by purchasing and constructing the right sized passages. The last time the drainage ditches were cleaned at the time of the 2000 inland water and the restoration of the passages. 1.5.2 Presentation of the current situation, proposals for changes. The excess rainwater in Dózsa Street is not ensured. The end of the street is the lowest point where it flows into the Dry Core, an area higher. The inlet is located between the residential buildings, its depth and deepening threaten the stability of the surrounding residential buildings. Residents use the canal as a waste bin during the dry season, so the natural flow of water is hindered. It is therefore appropriate to make this sewer section covered. It would be necessary to re-synchronise in relation to influence so that influence can be assured. 1.6. In general, it can be stated that the main objects to be protected are all residential buildings in the inland catchment and all public buildings: schools, kindergartens, medical clinics and other public institutions. In general, it can be stated that the main objects to be protected are all public buildings and all residential properties of the urban area The most vulnerable parts of the interior are: the low-facing area bounded by the streets of Aradi Road, Bajcsy-Zsilinszky and Liliom (end of Dózsa street), as well as the deepest area of the settlement, i.e. the DNy part of the inner area, the area bounded by the Rose, Station and May 1 streets.1.7. In 2000 there was a maintenance and partial reconstruction of a large inland water damage repair in the city, which was largely implemented by the city with its own resources. Since then, the cleaning of open inland drainage channels and the mowing of brass canals are typically carried out under public works programmes. The problem on the part of this project is that, on the one hand, the pipes have sunk, so there have been several anti-territory sections, the passages are partly crushed and blocked, the back walls in the passages are decayed, the walls of the canal slid down, so the water is easily congested, and the connection end point of the current open ditch connected to the receiver is located in a heavily slum-washed part of the segregation threatened by segregation, where the inhabitants use this sewer as a quasi dumpster, thereby preventing the canal from functioning as intended. All these problems led to the fact that, in the case of high inland water levels, sudden rainfall could not flow properly on a gravitational basis, resulting in intermittent discharges in the courtyards of houses in the area, and in many cases the pavements and entrances are flooded. All these problems are supported by the defence protocols and photo documentation ordered by the municipality since 2005. (attached in Annex) Overall objective: Developing the drainage system of the settlement’s inland rainwater, increasing its environmental safety and reducing the risk of damage to inland and local water Specific objectives: Orderly and damage of rainfall in the urban area (English) / rank | |||||||||||||||
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| Property / summary: The Subsidy Application shall be submitted in accordance with the indicative funding envelope allocated to Mezőkovácsházi Járás. All implementation sites of the project are owned by the Municipality of Battonya. 1.5.1 In the late 1970s, due to the undeveloped drainage system, more than 100 residential properties were flooded in the area. These residential properties have been dismantled due to significant deterioration in their condition and danger. Fortunately, they were rebuilt with state aid and provided the owners with a fresh start. After that, the inland inland drainage system was built in 1981-84. Following the construction of the area, a dryer period followed, so only as a result of heavy rainfall in the spring of 1999, inland waterway floods were created in the public administration. The cause of the flooding is mainly due to the fact that the large collection channels in the city were very neglected, and due to lack of resources they have not been properly maintained and repaired for years. In many cases, the internal drainage pipes installed in ditches were not of the right size and were placed on the wrong flow level, thus they only accelerated the drainage of the ditches and prevented the rapid drainage of the accumulated rainwater. This has resulted in a very limited or complete loss of function of the drainage ditches in many places, resulting in general run-off problems in inland water bays. In the gateways of the property, pipes of inadequate size and thus insufficient rainwater permeability placed by landowners were removed during the spring control in 1999. The mayor’s office has taken care of the restoration of the perimeters by purchasing and constructing the right sized passages. The last time the drainage ditches were cleaned at the time of the 2000 inland water and the restoration of the passages. 1.5.2 Presentation of the current situation, proposals for changes. The excess rainwater in Dózsa Street is not ensured. The end of the street is the lowest point where it flows into the Dry Core, an area higher. The inlet is located between the residential buildings, its depth and deepening threaten the stability of the surrounding residential buildings. Residents use the canal as a waste bin during the dry season, so the natural flow of water is hindered. It is therefore appropriate to make this sewer section covered. It would be necessary to re-synchronise in relation to influence so that influence can be assured. 1.6. In general, it can be stated that the main objects to be protected are all residential buildings in the inland catchment and all public buildings: schools, kindergartens, medical clinics and other public institutions. In general, it can be stated that the main objects to be protected are all public buildings and all residential properties of the urban area The most vulnerable parts of the interior are: the low-facing area bounded by the streets of Aradi Road, Bajcsy-Zsilinszky and Liliom (end of Dózsa street), as well as the deepest area of the settlement, i.e. the DNy part of the inner area, the area bounded by the Rose, Station and May 1 streets.1.7. In 2000 there was a maintenance and partial reconstruction of a large inland water damage repair in the city, which was largely implemented by the city with its own resources. Since then, the cleaning of open inland drainage channels and the mowing of brass canals are typically carried out under public works programmes. The problem on the part of this project is that, on the one hand, the pipes have sunk, so there have been several anti-territory sections, the passages are partly crushed and blocked, the back walls in the passages are decayed, the walls of the canal slid down, so the water is easily congested, and the connection end point of the current open ditch connected to the receiver is located in a heavily slum-washed part of the segregation threatened by segregation, where the inhabitants use this sewer as a quasi dumpster, thereby preventing the canal from functioning as intended. All these problems led to the fact that, in the case of high inland water levels, sudden rainfall could not flow properly on a gravitational basis, resulting in intermittent discharges in the courtyards of houses in the area, and in many cases the pavements and entrances are flooded. All these problems are supported by the defence protocols and photo documentation ordered by the municipality since 2005. (attached in Annex) Overall objective: Developing the drainage system of the settlement’s inland rainwater, increasing its environmental safety and reducing the risk of damage to inland and local water Specific objectives: Orderly and damage of rainfall in the urban area (English) / qualifier | |||||||||||||||
point in time: 9 February 2022
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Revision as of 12:05, 9 February 2022
Project Q3948978 in Hungary
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Tapping and inland water protection developments in Battonya |
Project Q3948978 in Hungary |
Statements
50,619,401 forint
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153,749.434 Euro
0.0027336256 Euro
15 December 2021
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56,243,778.889 forint
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89.999994 percent
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1 June 2017
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30 September 2020
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BATTONYA VÁROS ÖNKORMÁNYZATA
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Q3962182 (Deleted Item)
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46°18'52.42"N, 21°1'17.18"E
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A Támogatási Kérelem benyújtása a Mezőkovácsházi Járás számára elkülönített indikatív forráskeretre történik. A projekt összes megvalósítási helyszíne a pályázó Battonya Város Önkormányzatának a tulajdonában van. 1.5.1 Belvízzel kapcsolatos korábbi események, védekezések Az 1970 –es évek végén a kiépítetlen belterületi vízelvezető rendszer miatt több mint 100 lakóingatlant öntött el a térségben jelentkező jelentős belvíz. Ezek a lakóingatlanok állapotuk jelentős romlása és a veszélyességük miatt elbontásra kerültek. Szerencsére állami segítséggel sikerült újjáépíteni őket és biztosítani a tulajdonosoknak az újrakezdést. Ezek után a belterületi belvízelevezető rendszer 1981-84 között épült ki. A kiépítést követően a térségben szárazabb periódus következett, így csak az 1999 év tavaszán jelentkező komoly csapadékmennyiség hatására keletkeztek belvízi elöntések a közigazgatáson. Az elöntések keletkezésének oka főleg abban kereshető, hogy a nagy gyűjtő csatornák a városban igen csak elhanyagoltak voltak, forrás hiány miatt évek óta nem történt rajtuk megfelelő mértékű karbantartás, helyreállítás. A belterületei árkokra beépítésre került átereszcsövek sok esetben nem megfelelő méretűek, nem a megfelelő folyásszintre lettek lehelyezve, így ezek csak gyorsították az árkok feliszapolódását, akadályozták az összegyülekezett csapadékvíz gyors levonulását. Ez azt eredményezte, hogy sok helyen a levezető árkok funkcióképessége igen korlátozott vagy teljesen megszűnt, mely általános lefolyási gondokat eredményezett a belvízöblözetekben. Az ingatlanok kapubejáróiban a telektulajdonosok által lehelyezett, nem megfelelő méretű és ezáltal nem megfelelő csapadékvíz-áteresztő képességű átereszcsövek az 1999 év tavaszi védekezés folyamán kiszedésre kerültek. Az átereszek helyreállításáról a Polgármesteri Hivatal gondoskodott, megfelelő méretű átereszek megvásárlásával és megépítésével. Utoljára a 2000. évi belvízkor kerültek tisztításra a levezető árkok, valamint akkor az átereszek helyreállítása megtörtént. 1.5.2 Jelenlegi helyzet bemutatása, változtatási javaslatok. A rendkívüli időjárás következtében jelentkező csapadékvíz többlet levezetése a Dózsa utcában nem biztosított. Az utca vége a legalacsonyabb pont, ahol meg befolyik a Száraz-érbe, az egy magasabban fekvő terület. A befolyó csatorna a lakóépületek között helyezkedik el, mélysége és mélyítése veszélyezteti s környező lakóépületek stabilitását. Az ott lakók a száraz időszakban szeméttárolóként használják a csatornát, így a víz természetes lefolyása akadályba ütközik. Ezért indokolt, hogy ezt a csatornarészt fedetté tegyük. Újra kellene szintezni a befolyáshoz viszonyítva, hogy a befolyás biztosítva legyen. 1.6. Veszélyeztetett területek és objektumok Általánosságban kijelenthető, hogy a fontosabb védendő objektumok a belterületi vízgyűjtő összes lakóházas ingatlana és az összes középület: az iskolák, óvodák, orvosi rendelők és egyéb közintézmények. Általánosságban kijelenthető, hogy a fontosabb védendő objektumok az összes középület és a belterület összes lakóházas ingatlana A belterület legveszélyeztetettebb részei: az Aradi út, Bajcsy-Zsilinszky és Liliom utcák (Dózsa utca vége) által határolt lefolyástalan mély fekvésű területe, valamint a legmélyebb területe a településnek, vagyis a belterület DNy-i része, a Rózsa, Állomás és Május 1. utcákkal határolt terület.1.7. Fejlesztési szükség bemutatása A városban 2000-ben történt meg egy nagyobb méretű belvízkár elhárítással kapcsolatos karbantartása, részleges rekonstrukció, amelyet a város nagyrészt saját erőből valósított meg. Azóta a nyílt belvízelvezető csatornák takarítása és a rézsűk kaszálása történik jellemzően közmunkaprogramok keretében. A jelen projekt részét képező szakaszon a problémát az okozza, hogy egyrészt megsüllyedtek a csövek, így számos helyen elleneséses szakaszok alakultak ki, az átereszek részben összetörtek és eldugultak, átereszeknél a támfalak romosak, beomlottak, a csatorna oldalfalai lecsúsztak, így a víz könnyen feltorlódik, valamint az befogadóhoz csatlakozó jelenleg nyílt árok becsatlakozási végpontja egy szegregációval veszélyeztetett erősen slummosodott városrészben található, ahol az ott élők kvázi szemétlerakónak használják ezt a csatorna szakaszt, ezáltal megakadályozzák a csatorna rendeltetésszerű működését. Mindezen problémák azt eredményezték, hogy magas belvízállás esetén a hirtelen jött csapadék nem tud megfelelően gravitációs alapon elfolyni, ezáltal időszakos kiöntések jelennek meg a területen található házak udvaraiban és sok esetben a járdák, bejárók víz alá kerülnek. Mindezen problémákat az önkormányzat által elrendelt védekezési jegyzőkönyvek, fotódokumentációk támasztják alá 2005-től. (mellékletben csatolásra került) Átfogó cél: A település belterületi csapadékvíz elvezetési rendszerének fejlesztése, környezetbiztonságának növelése, a belvíz- és helyi vízkár veszélyeztetettségének csökkentése Specifikus célok: A belterületre hullott csapadékvizek rendezett és kártéte (Hungarian)
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The Subsidy Application shall be submitted in accordance with the indicative funding envelope allocated to Mezőkovácsházi Járás. All implementation sites of the project are owned by the Municipality of Battonya. 1.5.1 In the late 1970s, due to the undeveloped drainage system, more than 100 residential properties were flooded in the area. These residential properties have been dismantled due to significant deterioration in their condition and danger. Fortunately, they were rebuilt with state aid and provided the owners with a fresh start. After that, the inland inland drainage system was built in 1981-84. Following the construction of the area, a dryer period followed, so only as a result of heavy rainfall in the spring of 1999, inland waterway floods were created in the public administration. The cause of the flooding is mainly due to the fact that the large collection channels in the city were very neglected, and due to lack of resources they have not been properly maintained and repaired for years. In many cases, the internal drainage pipes installed in ditches were not of the right size and were placed on the wrong flow level, thus they only accelerated the drainage of the ditches and prevented the rapid drainage of the accumulated rainwater. This has resulted in a very limited or complete loss of function of the drainage ditches in many places, resulting in general run-off problems in inland water bays. In the gateways of the property, pipes of inadequate size and thus insufficient rainwater permeability placed by landowners were removed during the spring control in 1999. The mayor’s office has taken care of the restoration of the perimeters by purchasing and constructing the right sized passages. The last time the drainage ditches were cleaned at the time of the 2000 inland water and the restoration of the passages. 1.5.2 Presentation of the current situation, proposals for changes. The excess rainwater in Dózsa Street is not ensured. The end of the street is the lowest point where it flows into the Dry Core, an area higher. The inlet is located between the residential buildings, its depth and deepening threaten the stability of the surrounding residential buildings. Residents use the canal as a waste bin during the dry season, so the natural flow of water is hindered. It is therefore appropriate to make this sewer section covered. It would be necessary to re-synchronise in relation to influence so that influence can be assured. 1.6. In general, it can be stated that the main objects to be protected are all residential buildings in the inland catchment and all public buildings: schools, kindergartens, medical clinics and other public institutions. In general, it can be stated that the main objects to be protected are all public buildings and all residential properties of the urban area The most vulnerable parts of the interior are: the low-facing area bounded by the streets of Aradi Road, Bajcsy-Zsilinszky and Liliom (end of Dózsa street), as well as the deepest area of the settlement, i.e. the DNy part of the inner area, the area bounded by the Rose, Station and May 1 streets.1.7. In 2000 there was a maintenance and partial reconstruction of a large inland water damage repair in the city, which was largely implemented by the city with its own resources. Since then, the cleaning of open inland drainage channels and the mowing of brass canals are typically carried out under public works programmes. The problem on the part of this project is that, on the one hand, the pipes have sunk, so there have been several anti-territory sections, the passages are partly crushed and blocked, the back walls in the passages are decayed, the walls of the canal slid down, so the water is easily congested, and the connection end point of the current open ditch connected to the receiver is located in a heavily slum-washed part of the segregation threatened by segregation, where the inhabitants use this sewer as a quasi dumpster, thereby preventing the canal from functioning as intended. All these problems led to the fact that, in the case of high inland water levels, sudden rainfall could not flow properly on a gravitational basis, resulting in intermittent discharges in the courtyards of houses in the area, and in many cases the pavements and entrances are flooded. All these problems are supported by the defence protocols and photo documentation ordered by the municipality since 2005. (attached in Annex) Overall objective: Developing the drainage system of the settlement’s inland rainwater, increasing its environmental safety and reducing the risk of damage to inland and local water Specific objectives: Orderly and damage of rainfall in the urban area (English)
9 February 2022
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Battonya, Békés
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Identifiers
TOP-2.1.3-15-BS1-2016-00001
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