The Raheny (Santry River) Flood Protection Project was initiated following major fluvial flooding in 1986, 2008, 2009 and 2011. These hard defences would protect at risk properties from the 1% AEP fluvial event and the 0.5% AEP coastal event with an average height of 1.2m and a total length of 1.3km. The Gort River (Bridge Street) Drainage Scheme was initiated in 1996 following major flooding in 1990 and 1994/1995, and was constructed in 1997. Data has been produced for the 'Areas of Further Assessment' (AFAs), as required by the EU 'Floods' Directive [2007/60/EC] and designated under the Preliminary Flood Risk Assessment , and also for other reaches between the AFAs and down to the sea that are referred to as 'Medium Priority Watercourses' (MPWs). The South Campshires Flood Alleviation Scheme was initiated in 2007 following the major tidal flood events of February 2002, and commenced construction in November 2014 and has been completed. The Scheme, that comprises tidal flood defences walls and floodgates as well as utilising the existing sea wall and 30-50m wide promenade, is expected to provide protection against a 200-Year flood (0.5% Annual Exceedance Probability) for 400 properties against flooding from high tides including associated waves. or associated variations in erosion rates. flooded wetlands known as turloughs. The new embankments on the left bank will need to tie into the parapet wall. Diverted flow will be directed to existing river channels to the south-west and south-east of the town respectively. The Scheme, that comprises of embankments and flood defence walls along the Morrell and Painstown Rivers, is expected to provide protection against a 100-Year flood (1% Annual Exceedance Probability) for 36 properties and the M7 motorway against flooding from the Morrell and Painstown Rivers. The Irish Coastal Protection Strategy Study (ICPSS) erosion hazard mapping is for strategic To create a report zoom and click on a location of intrest - a symbol will The scheme provides protection for 53 properties in Newport against flooding from the Mulkear River. This dataset provides an estimate of extreme water levels around the coast of Ireland for a range of Annual Exceedance Probabilities (AEPs). This dataset shows the shoreline combined wave climate and water level conditions for the Coastal Areas Potentially Vulnerable to Wave Overtopping (CAPOs) that were included Layer Information You agree that you shall not use the Website and/or Flood Maps for illegal purposes, and will respect all applicable laws and regulations. Major flood warning for the Hastings River, as major flooding occurs at Kindee Bridge, Wauchope and Settlement Point Major flood warning for the Manning River at Taree with levels forecast to . Faoi rir ag na Tarma agus Coinnollacha seo, deonaonn na Coimisinir duit leis seo ceadnas domhanda um chearta ceadnaithe ins na Mapa Tuile a chleachtadh, at saor rchos, neamh-fhocheadnaithe, neamheisiach, do-chlghairthe. The proposed measure consists of a series of flood embankments and walls. The Schem comprises flood defence walls a flood ramp and flood gates, will provide protection for an estimated 100 properties. 120m of flood embankments are required upstream of Portmarnock Bridge. These probabilities may also be expressed as odds (e.g. to inform the assessment of flood risk to individual sites or properties, the detailed assessment of flood risk to existing coastal infrastructure, the detailed evaluation The scheme also provided trash screens and flap valves on channels, where appropriate, and repairing a damaged wall at Parsons Lane. The Scheme, comprises flood defence walls and embankments along the Morell River, the Annagall Stream, the Tobenavoher Stream and the Hartwell River. Construct a new 480m embankment along Nenagh River to defend properties. The Fermoy Flood Relief Scheme was initiated in 2002 and it was decided to implement the scheme on a phased basis. T Drachtmhapa Tuile ("Mapa Tuile") le haghaidh Phoblacht na hireann tugtha chun cinn ag Coimisinir na nOibreacha Poibl in irinn (na "Coimisinir") ar www.floodinfo.ie (an "Suomh Grasin") mar chuid den Chlr um Measn agus Bainisti Priacal Tuile (MBPTA) i gcomhar le Comhairle Cathrach Bhaile tha Cliath, Udaris itila eile agus Suirbhireacht Ordanis ireann. Localised widening of the River Boherroe from a 4m to a 5.5m wide channel along the 150m reach between the Bridge road bridge and R556 road bridge. Taree NSW Australia Manning River. This interim scheme has been complemented by a more comprehensive scheme, which has been substantially completed, to provide a higher standard of protection and protect more properties in the town. The potential effects of climate change have been separately modelled and reported on. (wave overtopping, fluvial, sewers, etc.) Bathymetric map, ocean depth. A flood study is a technical project that identifies flood behaviour such as depth, velocity and extent across the floodplain. Maintain existing flood defences and arterial drainage scheme in the Boyle AFA. New defences would, where possible, be set back from the existing rock amour along the coastline. The following table sets out a range of flood event probabilities for which These works would complement the existing flood scheme already completed in Mornington. The full Scheme, when completed, will comprise of flood defences walls and embankments and flood retention ponds is designed to provide protection against a 100-Year flood (1% Annual Exceedance Probability) for 28 properties in the Dublin City area primarily against fluvial flooding. The Callan Minor Works Flood Relief Scheme was initiated in 2008 following a major flood event in 2004. Faoi rir na dTarma agus na gCoinnollacha, t cead agat bhar n Larscili Tscach Abhann Nisinta a chipeil, a fhoilsi, a dhileadh agus a tharchur ar choinnoll go gcomhlontar na coinnollacha seo a leanas: nor cheart duit an t-bhar a mhodhn n a oirin; admhaonn t foinse an bhair trd an riteas sannta seo a leanas a ireamh: "Istigh leis seo t faisnis Oifig na nOibreacha Poibl Oifig na nOibreacha Poibl; n mr duit a chinnti nach n-sideann t an t-bhar ar bhealach a chuireann aon stdas oifigiil in il n a chuireann in il go dtacaonn Coimisinir Oibreacha Poibl na hireann leat fin n le dsid as an bhar; n mr duit a chinnti nach ndanann t daoine eile a chur am n go ndanann t mfhaisnis ar aon fhaisnis, bhar n a fhoinse n go n-sideann t an fhaisnis n an t-bhar ar bhealach at dobhlach do na Coimisinir; comhaontaonn t gan an t-bhar a sid agus mar phromhchuspir agat tirge n seirbhs irithe a fhgairt n a chur chun cinn n chun crche mdhleatha, mmhorlta, calaois n mmhacnta; yn mr duit a chinnti nach sraonn an chaoi a n-sideann t an t-bhar an reachtaocht um Chosaint Sonra de rir mar a leasfar am go ham; n mr duit a chinnti nach ndanann t ais-innealtireacht, dthioms etc ar aon chd, sonra n bhar ar an Suomh Grasin chun tacar sonra iomln n bhar eile a athchruth. Construction was undertaken within three local authority areas Meath, Fingal and Dublin City. At risk properties affected by the River Finn and on the tributaries where it has been found to be the lowest cost option would be protected by a series of flood embankments and walls. N thugann na Coimisinir rthaocht n n thairgeann siad rthaocht go mbeidh an Suomh Grasin, n aon bhar air, ar fil i gcna n go mbeidh s neamhbhriste. The Spencer Dock Flood Relief Scheme was initiated in 2006 following major flooding in 2000, and was constructed from 2007 to 2009. The measure would protect to the 1% AEP fluvial flood event, with an average hard defence height of 0.9m (reaching a maximum height of 1.8m). The hard defences would protect to the 1% AEP flood event with an average height of 2.1m and a total length of 0.6km. works potentially protecting the coastal floodplain are not taken into account. The hard defences would protect to the 1% AEP fluvial flood event and to the 0.5% AEP coastal flood event, with an average height of 1.95m and a total length of 4.3km. Sa mhid is leithne agus at ceadaithe ag an dl is infheidhme, n bheidh an Stt, na Coimisinir n duine ar bith d gcuid comhalta, oifigigh, comhphirtithe (ar a n-irtear Comhairle Cathrach Bhaile tha Cliath, daris itila eile agus Suirbhireacht Ordanis ireann), comhairleoir, fostaithe, cleamhnaithe, searbhnta, gnomhair n ionadaithe eile faoi dhliteanas as caillteanas n damiste, bodh s sin i gconradh, tort (ar a n-irtear faill), sr ar dhualgas reachtil n eile ag eascairt as, n maidir le, sid n neamhbaltacht side, na nDrachtmhapa Tuile n bhar ar bith eile ar an Suomh Grasin, ar a n-irtear, ach gan a dteorann uime sin, caillteanas n damiste indreach n iarmhartach, caillteanas sonra, ioncaim, brabaigh, n deise, caillteanas n damiste maoine agus ilimh tr pirt, fi ms amhlaidh a cuireadh na Coimisinir ar an eolas maidir le fidearthacht caillteanais n damist d leithid, n go raibh caillteanais n damist d leithid intuartha ar bhonn rasin. The water levels on the three lakes (Lough Allen, Lough Ree and Lough Derg) are controlled and managed by the ESB. This represents the worst case scenario as any flood defences potentially protecting the coastal floodplain are not taken into account. The proposed measure consist of the construction of an open channel to divert the Anglore Stream around Tullig and Fluvial Flood Defences comprising of walls and embankments. Construct embankments along the left bank of the River Lee to protect properties in the Ballymullan area including, Hunters Wood, Cois Abhann, LIDL, Topaz, Aspen Grove, Castlemaine, Glencastle. Two/three top-hinged rectangular tide gates are required to flap the outfall. The proposed measure for Newbridge that may be implemented after project-level assessment and planning or Exhibition and confirmation might include physical works, such as a series of hard defences (flood embankments and walls), four new or upgraded trash screens tanking two existing properties and works to improve channel conveyance including dredging 90m of the Doorfield tributary and upgrading two culverts. A flood relief scheme has been implemented for Kilkenny (Nore) AFA, and is maintained by the OPW. Subject to the Terms and Conditions, you are free to copy, publish, distribute and transmit the content of the National Indicative Fluvial Mapping provided that the following conditions are complied with: you must ensure that you do not mislead others or misrepresent any information, content or its source or use the information or content in a way that is detrimental to the Commissioners; You acknowledge that the Commissioners are the owners of, and/or have the consent to use, all intellectual property rights in the Website, the National Indicative Fluvial Mapping and all other content on the Website and that such works are protected by copyright laws and treaties worldwide. Historic Chatham, Manning River Riverfront, Peters Milk Wharf, Taree, NSW. Solthratear na Mapa Tuile, agus bhar an tSumh Grasin seo, um chomhlonadh riachtanas na Rialachn amhin agus n comhairle iad n n h sin a n-aidhm. Ullmhaodh na larscileanna chun mid na guaise agus an riosca tuile agus creimthe a mheas chun cabhr le bearta a shainaithint agus a fhorbairt chun an riosca tuile agus creimthe a bhainisti. It should be noted that the predictive maps are limited to locations where the flood pattern was detectable and capable of being hydrologically modelled to a sufficient level of confidence. The maps include an increase of 1500mm in sea levels above the current scenario estimations. The Groundwater Flooding Low Probability map shows the expected flood extent of groundwater flooding in limestone regions for annual exceedance probabilities (AEPs) of 0.1%, which correspond with a return period of every 1000 years. The purpose of the Flood Maps is not to designate individual properties or point locations at risk of flooding, or to replace a detailed site-specific flood risk assessment. Sanadh Tbhachtach agus Coinnollacha side i ndil le Faisnis Suirbh Fiaromhnna Chsta na hireann. The proposed further measure for Maynooth that may be implemented after project-level assessment and planning or Exhibition and confirmation might include physical works, such as a series of hard defences (flood embankments and walls) and an overland flow route. None of the methods were found to be economically viable. Expand this section to see catchment level measures at the selected location. 200 to 1) of the event occurring in any given year. This FRM option would protect to the 1% AEP flood event by removing a weir downstream of Drogheda Bridge, dredging approximately 1135m 3 of material and underpinning four bridges along Strand Road. Layer Information The proposed measure consists of improvement of channel conveyance in two areas along the Termonfeckin watercourse. No 279 of 2005 as amended by SI No 525 of 2015) and whilst the re-use of the information is encouraged, you accept that you must not use the National Indicative Fluvial Mapping or any other content of the Website for any commercial, business, professional or other income generating activity. The potential measure would protect at-risk properties against the 1% AEP Fluvial flood event by flood defences. Present Day Scenario data was generated using methodologies based on historic flood data, without taking account of potential changes due to climate change. Coinnoll Uside for projected future changes in climate such as sea level rise, increased storm frequency FEMA maintains and updates data through flood maps and risk assessments. Construction of new flood defence walls 190m long on the right bank side of the Owenagarney River, upstream and downstream of Bunratty Bridge, (Quay walls on upstream bank). given year. The proposed measure for Loughlinstown that may be implemented after project-level assessment and planning or Exhibition and confirmation might include physical works, such as a series of hard defences (flood embankments and walls) along with dredging, a bridge and culvert upgrade on the Shanganagh River and two storage areas on the Deansgrange River. Full details are available here. Flooding from other reaches of river may occur, but has not been mapped, and so areas that are not shown as being within a Construct walls along the River Big downstream of Brewery Road. 0415 *** *** 0415 598 588. This system would provide the ability to inform managing authorities and the public of the potential for failure or overtopping of flood defence structures and to trigger emergency response plans. Ciallaonn cearta ceadnaithe na cearta a dheonatear duit faoi rir na dTarma agus na gCoinnollacha seo at teoranta do gach ceart sonra cipchirt agus sui generis. A flood study is a technical project that identifies flood behaviour such as depth, velocity and extent across the floodplain. available regarding that flood event is summarised and further information can be accessed. The Scheme comprises flood defence walls and embankments along the Tullamore River and the Barony Stream and provides protection against a 1% AEP (100 year) fluvial event for 100 properties. The ongoing collection and, where appropriate, publication of flood-related data will help to continually improve preparation for, and response to, flooding. Hydrometric monitoring is proposed in Ballingeary to improve confidence in the design flows, noting that is has been reported that recent floods exceeded the level and extent of the predicted 1% AEP. The maps do not, and are not intended to, constitute advice. The licensed rights are limited to the reproduction and sharing (but not modification) of the licensed material for non-commercial purposes in accordance with these Terms and Conditions. The Sandymount Flood Protection Project was initiated in 2003 following major tidal flooding in 2002. The proposed measure for Youghal that may be implemented after project-level assessment and planning or Exhibition and confirmation might include Monitoring and Flood Defences. The scheme comprises flood defence embankments and provides protection against a 1% AEP (100 year) fluvial event from the Owenagarney River for 16 properties. These hard defences would protect properties from the 1% AEP fluvial event and with an estimated average height of 1.9m and a total length of 2.7km. APN. 1) The Minor flood system is the underground pipe system. Weather; Weather Search; Radar; Satellite; Lightning; Webcams; Archive View sales history, tax history, home value estimates, and overhead views. Report Location: (click to add) to transpose EU Regulations and Directives such as the EIA, SEA, and Habitats Directives and the Aarhus Convention. to transpose EU Regulations and Directives such as the EIA, SEA, and Habitats Directives and the Aarhus Convention. This layer shows the modelled extent of land that might be flooded by rivers in a severe flood event. Surveys to collect high resolution LiDAR data (circa 16 points/m2). These hard defences would protect to the 1% AEP flood event with an average height of 0.9m and a total length of 2.4km. A Government Task Force on Emergency Planning is currently drafting a Strategic Emergency Management (SEM): National Structures and Framework document. to transpose EU Regulations and Directives such as the EIA, SEA, and Habitats Directives and the Aarhus Convention. Local Risk Information. The Scheme, which comprises construction of demountable flood defences at the underpass along with localised embankments is expected to provide protection against an estimated 100-Year flood (1% Annual Exceedance Probability) in the fluvial region and the 200-Year flood (0.5% Annual Exceedance Probability) tidal event for 37 properties. CONDITIONS OF USE AND GUIDANCE NOTES Construction was undertaken within three local authority areas Meath, Fingal and Dublin City. An area of land (catchment) draining to a particular estuary or reach of coastline. The potential measure would protect at-risk properties against the 1% AEP Fluvial flood event by a combination of flood defences and Improved Channel Conveyance. The flood recovery map shows incidents on state roads only. The researchers assembled a 94% complete Acetobacterium genome map through metagenomic sequencing and bioinformatics analysis, . The proposed measure consist of flood walls and embankments to protect vulnerable properties in Inchigeelagh. A study is currently underway to review the hydrology and hydraulic analysis completed under the Lee Pilot CFRAM Study to determine whether a flood protection scheme may be potentially viable for Macroom. Preliminary design has been carried out on this and consultation with local resident groups took place in July 2016. The primary deliverables from these surveys include the following: Tr ghlacadh leis na Tarma agus Coinnollacha, t t ag danamh comhaont dlthiil leis na Coimisinir chun aon chearta dlthila ar do thaobh a tharscaoileadh maidir leis an bhar a chuirtear ar fil. The scheme development includes a detailed building survey to identify all potential flow paths through the affected properties. You agree to check these Terms and Conditions and the Flood Maps from time to time to take notice of any changes made and that such changes shall be binding upon you. The Mid-Range Future Scenario extents where generated taking in in the potential effects of climate change using an increase in rainfall of 20% and sea level rise of 500mm (20 inches). The Lyreen and Meadowbrook Flood Relief Scheme was initiated in 2001 following major flooding in November 2000 and was constructed from 2002 to 2003. M dhanann t cliceil ar Daingnigh agus m ghabhann t ar aghaidh chun bhar ar bith a rochtain, a aisghabhil, a fhachaint, a lamh agus/n a osldil, aontaonn t gan choinnoll agus go hiomln leis na Tarma agus Coinnollacha. T an ceadnas seo infheidhme ar feadh tarma na gcearta cipchirt agus sui generis at ceadnaithe anseo. The proposed measure consists of a series of flood embankments, walls and improvement of channel conveyance. A phase from the Malahide road to Raheny Village is at design stage by Dublin City Council and, subject to funding, will progress to submission for planning approval. Unit Commander, Kevin Jones and crew member Matt Thornton survey floodwaters in Windsor on March 09, 2022 in Sydney, Australia. The Act was amended on a number of occasions, e.g. The purpose of the survey was to obtain a comprehensive and up to date record of the present coastal erosion situation around the entire coastline of Ireland in order to facilitate the identification of priority areas for future expenditure. Layer Information The replacement of the footbridge will have a minimum soffit level of 6.5mOD Malin. is not accounted for and needs to be considered separately. The Office of Public Works makes no representations, warranties or undertakings about any of the information provided on these maps including, without limitation, their accuracy, their completeness or their quality or fitness for any particular purpose. Embankment and flapped outfall to protect properties at Knockmoyle and Caheranne Village. The proposed measure consists of a series of flood embankments and walls. A mhid a cheadatear leis an dl is infheidhme, n bheidh aon Stt, na Coimisinir n aon duine d chomhalta, oifigigh, comhlaigh, sainchomhairleoir, fostaithe, cleamhnaithe, seirbhsigh, gnomhair n ionadaithe eile faoi dhliteanas as aon chaillteanas n damiste cib acu i gconradh , sr (lena n-irtear faill) sr ar dhleacht reachtil n ar bhealach eile a eascraonn as, n i ndil le hsid, n an neamhbaltacht chun an Larscili Tascach Abhann Nisinta n aon bhar eile ar an Suomh Grasin a sid, lena n-irtear, ach gan a bheith teoranta do, caillteanas n damiste indreach n iarmhartach, caillteanas sonra, ioncaim, brabis, n deise, cailliint n damiste do mhaoin agus ilimh tr pirtithe, fi m cuireadh na Coimisinir ar an eolas faoin bhfidearthacht go ndanfa an caillteanas n na damist sin, n m bh a leithid de chaillteanas n damist intuartha go rasnach. Construction of 968m of new flood defence walls and 405m of new flood defence embankments; Increased conveyance from the tributary to the River Deel. The proposed measure would involve the construction of an earthen embankment at Clifden Glen approximately 0.3 -1.2m in height and a flood wall at the Low Road 1.2m in height. Layer Information of 1.0m (to 2100) has been used in the HEFS. The scheme is scheduled to move to Exhibition stage in Q2 2018, and when completed is expected to provide protection against a 100-Year flood (1% Annual Exceedance Probability) for 116 properties against flooding from the Deel River. Meastar gur ligh an t-sideoir go hiomln, gur thuig s agus gur ghlac siad leis an sanadh, na nta treorach agus na ritis thuas maidir leis na sonra suirbh faoi iamh. These flow to a trunk drainage system for safe disposal. It is currently under construction and it is expected to be completed in 2019. The Commissioners of Public Works makes no representations, warranties or undertakings about any of the information provided on these maps, data and reports including, without limitation, their accuracy, their completeness or their quality or fitness for any particular purpose. It is currently at construction stage, and is expected to be completed in 2018. Currently there are three agencies with a statutory interest in the water levels along the River Shannon; namely the OPW, ESB and Waterways Ireland (WI). The invert level of these culverts is 35.3m; Regarding of the riverbank 130m upstream and downstream of the bridge to 35.3m to maximize efficiency of the flood alleviation culverts; Construction of two Lock Gates across the Canal and a sluice gate across the channel flowing into the marina from the canal; Upgrade existing culvert to a 2.0m dia. The proposed further measure for Foynes that may be implemented after project-level assessment and planning or Exhibition and confirmation might include: The Foynes Tidal Flood Alleviation Scheme was initiated in 2014 following major flooding in January and February of that year. The Flood Maps have been developed to comply with the requirements of the European Communities (Assessment and Management of Flood Risks) Regulations 2010 to 2015 (the "Regulations") (implementing Directive 2007/60/EC) for the purposes of establishing a framework for the assessment and management of flood risks, aiming at the reduction of adverse consequences for human health, the environment, cultural heritage and economic activity associated with floods. The OPW carried out a survey of these embankments in 1939 and 1940 as part of the work of the Browne Commission. This layer shows the modelled extent of land that might be flooded by the sea in a severe flood event. Aontaonn t gan an Suomh Grasin a sid ar bhealach a bhacfadh feidhmi, a dhanfadh ili bhair n a laghddh feidhmocht iomln an tSumh Grasin. Drainage Districts were carried out by the Commissioners of Public Works under a number of drainage and navigation acts from 1842 to the 1930s to improve land for agriculture and to mitigate flooding. Improvement of Channel conveyance on the Upperwood River would involve the lowering of 216m of channel by 0.4m. Renewed major flooding expected at #Taree. The data is added by councils or other authorised groups, allowing the information to be shared by government agencies and other stakeholders. The proposed measure consists of building hard defences, at risk properties would be protected by a series of flood embankments and walls set back where possible from the river channel allowing the floodplain function to remain active. Setting a low threshold will allow for sufficient response time. The proposed measure consists of embankments and walls which would protect properties to both the 0.5% AEP coastal events and 1% fluvial events. Mitre gates can only resist deep water on one side of the gate. High resolution forecasts are available at Galway Bay and, as part of a coastal flood forecasting system for Galway Bay, could be used to provide warning to the residents of Kinvarra. This layer shows the modelled extent of land that might be directly flooded by rainfall in an extremely severe rainfall event. The scheme comprises flood defence walls, embankments and pumping stations and will provide protection against a 1% AEP (100 year) fluvial event from the River Fergus for approximately 700 properties. The potential improvement in channel conveyance would consist of a bridge replacement with a culvert (1.6m x 6m wide) on the Cromoge River and pipe replacement with culvert (2m x 8m x 15m long) on the Coolataggle tributary. 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