Implementation of an urban water planning project in Mezőtúr — Peas and Cs. In Wágner Streets and in Vásárhelyi Pál street (Q3949068): Difference between revisions
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The areas covered by the development are: 1. The northern river basin: CS Part of Wágner Street, or part of the residential area lying on D (Frankel L. u., Nagy Imre u., Széchenyi u., Borsó u. É-i, part of Koltói A u. and part of the Constitution Square. This includes Cs. Industrial areas located on the street of Wágner. Direction and method of drainage of inland water: by transfer in front of the former Vetőmag Company, on the railway crossing next to the railway crossing on Route 46 (Miklósi út) to the Dreamzugi I channel, from there to the Holt-Berettyó. 2. The Western water catchment is Szolnoki u.- Vásárhelyi P. street: the Ny section of Szolnoki út (main road no. 4632), Tamkó u., Szép E. u., Badár u., Széchenyi u., Kiss I., u. K-i part, K-i part of Kodály u. and the Upper Cemetery. Several major industrial areas also belong to this river basin on the NY side of Szolnoki út (old Tisza Shoe Factory, MÉH, KAÉV). The direction of the inland water through the ditch of Vásárhelyi P. street is the 2043rd HR. VII. inland water canal (Akasztó-ér) -, from there to Lake Liget (intermediate reservoir, formed from an old mine pond). The reservoir of Lake Liget can be drained through the closed rain canal near the Strand towards the Market Hall, from there next to the Youth housing estate to the Túrtő (XIII.) canal. The natural and built environment affected by the investment: suburban residential areas, urban, multi-storey residential areas belonging to the city centre, educational institutions (High School), farming units (industry areas, market hall) community facilities for recreation and entertainment (beach, Erzsébet-liget), public utilities (cemetery, waterworks, improved roads, pavements, parks, public utilities), natural and artificial drainage channels, ditches. Presentation of the need for development: The basic objective is to ensure the drainage of the project area with short stay, economical construction, well-maintained and upgradeable inland water drainage system, with as little as possible transfer. There are a number of industrial plants in the project area, from which water can only flow very slowly from large spaces due to the low volume of reception capacity. This represents an economic disadvantage in the project area. The population expressed the need for the water to leave the residential properties after a short stay (up to 1-2 days) so as not to cause underwater in the buildings or half in the field. The environmental problem is due to natural causes: geologically and hydrographically, the surface of the clay soil, which was built up and arranged over the centuries, has been built and arranged, but it has retained its fundamental morphology. This is also the cause of the current progression problems, in principle. Global warming has led to increased local rainfalls in the urban area over the past 10 years. Extreme annual rainfalls (e.g. 2010) are also not rare when rainfall falls between 50 % and 80 % more than the annual average in a given low-flow catchment area. The earth canals were not built on such peaks, and the receiving branches are not able to quickly lead to short-term rainfall and extreme rainfall, so their stay in residential and industrial areas can be up to one to two weeks. Thus, local flooding in the inner area is becoming more common, as well as damage to inland water caused by flooding (road and bench halves, building waterfalls, growth of industrial areas, damage to public utilities, other damage caused by changes in volume of clay sets, etc.) The individual interventions will ensure faster surface drainage of the project, in particular by increasing direct reception capacity. Where possible, gravitational access is ensured, where this is not possible, by means of an integrated overhead, based on economical hydraulic scalings. The following interventions will be carried out under the project: 1. It’s the Cs. In Wágner street 1 070 m long on the D side is partly closed (run under sewage) and partly open (run over sewage pipe) with sewers connected to the K side and on the É side. After the excavating excavation of the E (industrial area) trench, it is possible to transfer it to the main section of D-i. From a large reinforced concrete shaft from a reservoir, the recipient is connected by means of a pressed conduit on the track of the existing conduit to the Transit below the Railway (Alomzugi Channel I). The estuary work is given (existing). 2. Increase the fall (I=0.1-0.2 %) of the land trench in Vásárhelyi P. Street, in line with the height line of the sewage pipeline (not yet known), partly as D=60 cm closed sewer, partly by open paved sections (MCS, TB trench elementary) that adequately support the road bench. The actual solution can be finalised after the precipitation channel has been explored. Total action length: 470 m. Existing entrances remain towards the cemetery. The recipient of the VII. canal (seat) (English) | |||||||||||||||
| Property / summary: The areas covered by the development are: 1. The northern river basin: CS Part of Wágner Street, or part of the residential area lying on D (Frankel L. u., Nagy Imre u., Széchenyi u., Borsó u. É-i, part of Koltói A u. and part of the Constitution Square. This includes Cs. Industrial areas located on the street of Wágner. Direction and method of drainage of inland water: by transfer in front of the former Vetőmag Company, on the railway crossing next to the railway crossing on Route 46 (Miklósi út) to the Dreamzugi I channel, from there to the Holt-Berettyó. 2. The Western water catchment is Szolnoki u.- Vásárhelyi P. street: the Ny section of Szolnoki út (main road no. 4632), Tamkó u., Szép E. u., Badár u., Széchenyi u., Kiss I., u. K-i part, K-i part of Kodály u. and the Upper Cemetery. Several major industrial areas also belong to this river basin on the NY side of Szolnoki út (old Tisza Shoe Factory, MÉH, KAÉV). The direction of the inland water through the ditch of Vásárhelyi P. street is the 2043rd HR. VII. inland water canal (Akasztó-ér) -, from there to Lake Liget (intermediate reservoir, formed from an old mine pond). The reservoir of Lake Liget can be drained through the closed rain canal near the Strand towards the Market Hall, from there next to the Youth housing estate to the Túrtő (XIII.) canal. The natural and built environment affected by the investment: suburban residential areas, urban, multi-storey residential areas belonging to the city centre, educational institutions (High School), farming units (industry areas, market hall) community facilities for recreation and entertainment (beach, Erzsébet-liget), public utilities (cemetery, waterworks, improved roads, pavements, parks, public utilities), natural and artificial drainage channels, ditches. Presentation of the need for development: The basic objective is to ensure the drainage of the project area with short stay, economical construction, well-maintained and upgradeable inland water drainage system, with as little as possible transfer. There are a number of industrial plants in the project area, from which water can only flow very slowly from large spaces due to the low volume of reception capacity. This represents an economic disadvantage in the project area. The population expressed the need for the water to leave the residential properties after a short stay (up to 1-2 days) so as not to cause underwater in the buildings or half in the field. The environmental problem is due to natural causes: geologically and hydrographically, the surface of the clay soil, which was built up and arranged over the centuries, has been built and arranged, but it has retained its fundamental morphology. This is also the cause of the current progression problems, in principle. Global warming has led to increased local rainfalls in the urban area over the past 10 years. Extreme annual rainfalls (e.g. 2010) are also not rare when rainfall falls between 50 % and 80 % more than the annual average in a given low-flow catchment area. The earth canals were not built on such peaks, and the receiving branches are not able to quickly lead to short-term rainfall and extreme rainfall, so their stay in residential and industrial areas can be up to one to two weeks. Thus, local flooding in the inner area is becoming more common, as well as damage to inland water caused by flooding (road and bench halves, building waterfalls, growth of industrial areas, damage to public utilities, other damage caused by changes in volume of clay sets, etc.) The individual interventions will ensure faster surface drainage of the project, in particular by increasing direct reception capacity. Where possible, gravitational access is ensured, where this is not possible, by means of an integrated overhead, based on economical hydraulic scalings. The following interventions will be carried out under the project: 1. It’s the Cs. In Wágner street 1 070 m long on the D side is partly closed (run under sewage) and partly open (run over sewage pipe) with sewers connected to the K side and on the É side. After the excavating excavation of the E (industrial area) trench, it is possible to transfer it to the main section of D-i. From a large reinforced concrete shaft from a reservoir, the recipient is connected by means of a pressed conduit on the track of the existing conduit to the Transit below the Railway (Alomzugi Channel I). The estuary work is given (existing). 2. Increase the fall (I=0.1-0.2 %) of the land trench in Vásárhelyi P. Street, in line with the height line of the sewage pipeline (not yet known), partly as D=60 cm closed sewer, partly by open paved sections (MCS, TB trench elementary) that adequately support the road bench. The actual solution can be finalised after the precipitation channel has been explored. Total action length: 470 m. Existing entrances remain towards the cemetery. The recipient of the VII. canal (seat) (English) / rank | |||||||||||||||
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| Property / summary: The areas covered by the development are: 1. The northern river basin: CS Part of Wágner Street, or part of the residential area lying on D (Frankel L. u., Nagy Imre u., Széchenyi u., Borsó u. É-i, part of Koltói A u. and part of the Constitution Square. This includes Cs. Industrial areas located on the street of Wágner. Direction and method of drainage of inland water: by transfer in front of the former Vetőmag Company, on the railway crossing next to the railway crossing on Route 46 (Miklósi út) to the Dreamzugi I channel, from there to the Holt-Berettyó. 2. The Western water catchment is Szolnoki u.- Vásárhelyi P. street: the Ny section of Szolnoki út (main road no. 4632), Tamkó u., Szép E. u., Badár u., Széchenyi u., Kiss I., u. K-i part, K-i part of Kodály u. and the Upper Cemetery. Several major industrial areas also belong to this river basin on the NY side of Szolnoki út (old Tisza Shoe Factory, MÉH, KAÉV). The direction of the inland water through the ditch of Vásárhelyi P. street is the 2043rd HR. VII. inland water canal (Akasztó-ér) -, from there to Lake Liget (intermediate reservoir, formed from an old mine pond). The reservoir of Lake Liget can be drained through the closed rain canal near the Strand towards the Market Hall, from there next to the Youth housing estate to the Túrtő (XIII.) canal. The natural and built environment affected by the investment: suburban residential areas, urban, multi-storey residential areas belonging to the city centre, educational institutions (High School), farming units (industry areas, market hall) community facilities for recreation and entertainment (beach, Erzsébet-liget), public utilities (cemetery, waterworks, improved roads, pavements, parks, public utilities), natural and artificial drainage channels, ditches. Presentation of the need for development: The basic objective is to ensure the drainage of the project area with short stay, economical construction, well-maintained and upgradeable inland water drainage system, with as little as possible transfer. There are a number of industrial plants in the project area, from which water can only flow very slowly from large spaces due to the low volume of reception capacity. This represents an economic disadvantage in the project area. The population expressed the need for the water to leave the residential properties after a short stay (up to 1-2 days) so as not to cause underwater in the buildings or half in the field. The environmental problem is due to natural causes: geologically and hydrographically, the surface of the clay soil, which was built up and arranged over the centuries, has been built and arranged, but it has retained its fundamental morphology. This is also the cause of the current progression problems, in principle. Global warming has led to increased local rainfalls in the urban area over the past 10 years. Extreme annual rainfalls (e.g. 2010) are also not rare when rainfall falls between 50 % and 80 % more than the annual average in a given low-flow catchment area. The earth canals were not built on such peaks, and the receiving branches are not able to quickly lead to short-term rainfall and extreme rainfall, so their stay in residential and industrial areas can be up to one to two weeks. Thus, local flooding in the inner area is becoming more common, as well as damage to inland water caused by flooding (road and bench halves, building waterfalls, growth of industrial areas, damage to public utilities, other damage caused by changes in volume of clay sets, etc.) The individual interventions will ensure faster surface drainage of the project, in particular by increasing direct reception capacity. Where possible, gravitational access is ensured, where this is not possible, by means of an integrated overhead, based on economical hydraulic scalings. The following interventions will be carried out under the project: 1. It’s the Cs. In Wágner street 1 070 m long on the D side is partly closed (run under sewage) and partly open (run over sewage pipe) with sewers connected to the K side and on the É side. After the excavating excavation of the E (industrial area) trench, it is possible to transfer it to the main section of D-i. From a large reinforced concrete shaft from a reservoir, the recipient is connected by means of a pressed conduit on the track of the existing conduit to the Transit below the Railway (Alomzugi Channel I). The estuary work is given (existing). 2. Increase the fall (I=0.1-0.2 %) of the land trench in Vásárhelyi P. Street, in line with the height line of the sewage pipeline (not yet known), partly as D=60 cm closed sewer, partly by open paved sections (MCS, TB trench elementary) that adequately support the road bench. The actual solution can be finalised after the precipitation channel has been explored. Total action length: 470 m. Existing entrances remain towards the cemetery. The recipient of the VII. canal (seat) (English) / qualifier | |||||||||||||||
point in time: 9 February 2022
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Revision as of 12:09, 9 February 2022
Project Q3949068 in Hungary
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Implementation of an urban water planning project in Mezőtúr — Peas and Cs. In Wágner Streets and in Vásárhelyi Pál street |
Project Q3949068 in Hungary |
Statements
277,000,000 forint
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841,349.212 Euro
0.0027336256 Euro
15 December 2021
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307,777,777.778 forint
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89.999999 percent
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1 June 2017
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28 September 2020
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MEZŐTÚR VÁROS ÖNKORMÁNYZATA
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47°0'1.69"N, 20°37'47.82"E
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A fejlesztés által érintett területek az alábbiak: 1. Az Északi vízgyűjtő : CS. Wágner utca, ill., attól D-re eső lakóterület egy része (Frankel L. u., Nagy Imre u., Széchenyi u., Borsó u. É-i része, Koltói A u. egy része és az Alkotmány tér egy része. Ide tartoznak az Cs. Wágner utcamentén települt ipari területek is. A belvíz elvezetés iránya és módja: átemeléssel a volt Vetőmag Vállalat előtt, a 46-os úti (Miklósi úti) vasúti átjáró mellett lévő vasúti átereszen át az Álomzugi I-es csatornába-, onnét a Holt-Berettyóba. 2. A Nyugati vízgyűjtő a Szolnoki u.- Vásárhelyi P. utca: a Szolnoki út (4632. sz. főút) Ny-i szakasza, Tamkó u. , Szép E. u., Badár u., Széchenyi u., Kiss I., u. K-i része, Kodály u. K-i része és a Felső részi temető. Szintén több nagyobb iparterületi rész is ehhez a vízgyűjtőhöz tartozik a Szolnoki út NY-i oldalán (régi Tisza Cipőgyár, MÉH, KAÉV). A belvíz elvezetés iránya a Vásárhelyi P. utcai árkon át a 2043. hrsz. VII. belvízcsatorna (Akasztó-ér) -, onnét a Liget-tó (közbenső tározó, egy régi bányatóból kialakítva). A Liget-tó tározója a Strand melletti zárt csapadékcsatornán át vízteleníthető a Vásárcsarnok irányába, onnét az Ifjúsági lakótelep mellett a Túrtői (XIII.) csatornába. A beruházással érintett természetes és épített környezet: kertvárosias lakóterületek, városközponthoz tartozó városias, többszintes lakóövezetek, oktatási intézmények (Főiskola), gazdálkodási egységek (iparterületek, vásárcsarnok) pihenést és szórakozást szolgáló közösségi létesítmények (strand, Erzsébet-liget), Közmű- és kegyeleti szolgáltatások (temető, VÍZMŰ, közművesített közutak, járdák, parkok, közművezetékek), természetes és mesterséges belvízelvezető csatornák, árkok. A fejlesztési szükség bemutatása: Alapvető cél, hogy a projekt terület belvíz elvezetését rövid tartózkodás mellett, gazdaságos kiépítéssel, jól karbantartható és fejleszthető belvíz elvezető rendszer biztosítsa, lehetőleg minél kevesebb átemeléssel. A projekt területen számos ipari üzem van, melyek nagyméretű tereiről a víz csak igen lassan tud lefolyni a befogadói kapacitás alacsony volumene miatt. Ez gazdasági hátrányt jelent a projekt területen. A lakosság igényként fogalmazta meg, hogy a lakóingatlanokról a víz rövid (maximum 1-2 napos) tartózkodás után eltávozzon, hogy ne okozzon az épületekben alá-ázást, ill. a terepen felázást. A környezeti probléma természeti okokra vezethető vissza: földtanilag és vízrajzilag alakult ki az agyagos feltalaj mélyedésekkel, lefolyástalan területekkel tarkított felszíne, mely az évszázadok során beépítésre, rendezésre került, de alapvető morfológiáját megtartotta. Ez okozza a mostani lefolyási problémákat is alapvetően. A globális felmelegedés hatására az elmúlt 10 évben egyre nagyobb intenzitású lokális záporcsapadékok érik a belterületet. Nem ritkák az éves szélsőséges csapadékok (pl. 2010.) sem-, amikor az éves átlagnál 50-80%-kal több csapadék hullik az adott kis lefolyású vízgyűjtő területre. A földcsatornák nem ilyen csapadék- csúcsokra lettek kiépítve-, a befogadó ágak nem tudják eléggé gyorsan elvezetni a rövid idő alatt lezúduló -, ill. igen szélsőséges csapadékot, így azok tartózkodása a lakóterületen és iparterületeken akár egy- két hetes is lehet. Tehát egyre gyakoribbak a belterületi lokális elöntések, ill. az elöntésekből adódó belvízkárok (útalap- és padka felázások, épület vizesedések, iparterületi vízállásos területek növekedése, közművezetékek sérülése, az agyag–összletek térfogatváltozásaiból adódó egyéb károsodások, stb.) A tervezett beavatkozások bemutatása: Az egyes beavatkozások elsősorban a közvetlen befogadói kapacitások növelése révén gyorsabb felszíni vízelvezetést biztosítanak a projekt területén. Ahol lehet, gravitációsan biztosítják a gyors befogadóba jutást, ahol ez nem lehetséges, ott a gazdaságos hidraulikai méretezések alapján beépített átemelővel biztosítják ugyanezt. A projekt keretében az alábbi beavatkozások történnek: 1. A Cs. Wágner utcában 1070 m hosszban a D-i oldalon részben zárt (szennyvízvezeték alatt vezetett)-, részben nyitott (szennyvízvezeték felett vezetett) csapadék csatorna épül, a K-i oldalon és É-i oldalon csatlakozó földárkokkal. Az É-i (iparterületi) földárkot profilozó kotrás után átereszekkel lehet a D-i fő burkolt árokszakaszba átkötni). A befogadó felöl egy nagyméretű vasbeton átemelő- tározó aknából a meglévő ellen- esésű csatorna nyomvonalán nyomott vezetékkel csatlakozva a Vasút alatti átereszhez (Álomzugi I-es csatorna). A torkolati mű adott (meglévő). 2. A Vásárhelyi P. utcai földárok esés növelése (I=0,1-0,2%) a szennyvízvezeték (még jelenleg nem ismert) magassági vonalvezetéséhez igazodva, részben D= 60 cm zárt csatornaként, részben az útpadkát megfelelően megtámasztó nyitott burkolt (MCS, TB árokelemes) szakaszokkal. A tényleges megoldást a csapadékcsatorna feltárása után lehet véglegesíteni. A teljes beavatkozási hossz: 470 m. A meglévő bejárók a temető felé megmaradnak. A befogadó a VII. belvízcsatorna (Akaszt (Hungarian)
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The areas covered by the development are: 1. The northern river basin: CS Part of Wágner Street, or part of the residential area lying on D (Frankel L. u., Nagy Imre u., Széchenyi u., Borsó u. É-i, part of Koltói A u. and part of the Constitution Square. This includes Cs. Industrial areas located on the street of Wágner. Direction and method of drainage of inland water: by transfer in front of the former Vetőmag Company, on the railway crossing next to the railway crossing on Route 46 (Miklósi út) to the Dreamzugi I channel, from there to the Holt-Berettyó. 2. The Western water catchment is Szolnoki u.- Vásárhelyi P. street: the Ny section of Szolnoki út (main road no. 4632), Tamkó u., Szép E. u., Badár u., Széchenyi u., Kiss I., u. K-i part, K-i part of Kodály u. and the Upper Cemetery. Several major industrial areas also belong to this river basin on the NY side of Szolnoki út (old Tisza Shoe Factory, MÉH, KAÉV). The direction of the inland water through the ditch of Vásárhelyi P. street is the 2043rd HR. VII. inland water canal (Akasztó-ér) -, from there to Lake Liget (intermediate reservoir, formed from an old mine pond). The reservoir of Lake Liget can be drained through the closed rain canal near the Strand towards the Market Hall, from there next to the Youth housing estate to the Túrtő (XIII.) canal. The natural and built environment affected by the investment: suburban residential areas, urban, multi-storey residential areas belonging to the city centre, educational institutions (High School), farming units (industry areas, market hall) community facilities for recreation and entertainment (beach, Erzsébet-liget), public utilities (cemetery, waterworks, improved roads, pavements, parks, public utilities), natural and artificial drainage channels, ditches. Presentation of the need for development: The basic objective is to ensure the drainage of the project area with short stay, economical construction, well-maintained and upgradeable inland water drainage system, with as little as possible transfer. There are a number of industrial plants in the project area, from which water can only flow very slowly from large spaces due to the low volume of reception capacity. This represents an economic disadvantage in the project area. The population expressed the need for the water to leave the residential properties after a short stay (up to 1-2 days) so as not to cause underwater in the buildings or half in the field. The environmental problem is due to natural causes: geologically and hydrographically, the surface of the clay soil, which was built up and arranged over the centuries, has been built and arranged, but it has retained its fundamental morphology. This is also the cause of the current progression problems, in principle. Global warming has led to increased local rainfalls in the urban area over the past 10 years. Extreme annual rainfalls (e.g. 2010) are also not rare when rainfall falls between 50 % and 80 % more than the annual average in a given low-flow catchment area. The earth canals were not built on such peaks, and the receiving branches are not able to quickly lead to short-term rainfall and extreme rainfall, so their stay in residential and industrial areas can be up to one to two weeks. Thus, local flooding in the inner area is becoming more common, as well as damage to inland water caused by flooding (road and bench halves, building waterfalls, growth of industrial areas, damage to public utilities, other damage caused by changes in volume of clay sets, etc.) The individual interventions will ensure faster surface drainage of the project, in particular by increasing direct reception capacity. Where possible, gravitational access is ensured, where this is not possible, by means of an integrated overhead, based on economical hydraulic scalings. The following interventions will be carried out under the project: 1. It’s the Cs. In Wágner street 1 070 m long on the D side is partly closed (run under sewage) and partly open (run over sewage pipe) with sewers connected to the K side and on the É side. After the excavating excavation of the E (industrial area) trench, it is possible to transfer it to the main section of D-i. From a large reinforced concrete shaft from a reservoir, the recipient is connected by means of a pressed conduit on the track of the existing conduit to the Transit below the Railway (Alomzugi Channel I). The estuary work is given (existing). 2. Increase the fall (I=0.1-0.2 %) of the land trench in Vásárhelyi P. Street, in line with the height line of the sewage pipeline (not yet known), partly as D=60 cm closed sewer, partly by open paved sections (MCS, TB trench elementary) that adequately support the road bench. The actual solution can be finalised after the precipitation channel has been explored. Total action length: 470 m. Existing entrances remain towards the cemetery. The recipient of the VII. canal (seat) (English)
9 February 2022
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Mezőtúr, Jász-Nagykun-Szolnok
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Identifiers
TOP-2.1.3-15-JN1-2016-00022
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