They are two units, one is 15 MW and the other is 4 MW.
The next slide shows a picture of Inniscarra dam and I draw members' attention to the spillway gates shown in the middle of the dam because I will be referring to discharges. There are sluice gates at Carrigadrohid dam.
The next slide shows a history of selected major floods on the River Lee showing peak inflows and discharges starting from 1986, which is on the left-hand side of the graph, running through up to 2009. The 2009 event was a major one and is the biggest on record on the Lee scheme. Comparing the peak inflows and discharges for each flood, members will note that there has been significant alleviation of flood impact of the floods shown on the graph, including the 2009 event.
The next slide shows a picture from 1986 of flooding in Cork. This was a major flood that resulted in a design review in the ESB and the construction of a new spillway in Carrigadrohid that was completed in 1991. That spillway was put into service for the first time during the events of 19 to 20 November 2009.
Moving on to the area of flood risk and emergency management, I will deal first with emergency management. The ESB forms one input into local authority major emergency plans. It has provided inundation studies to local authorities to allow downstream risk to be assessed. Other contributors to flooding must be added to assess the overall risk and the OPW, through its CFRAMS project, has produced flood risk maps for Cork city and surrounding areas. A framework for major emergency management is in place since 2006 and local authorities developed plans under this new framework during the period 2006 to 2008. The ESB had no knowledge of the development of this framework. The major emergency management framework has a guide for flooding emergencies, which was produced in 2008, that defines roles, responsibilities and content of local authority emergency plans.
On the area of flood risk management, the OPW is the lead agency for flood risk management in Ireland. Overall, this is a multi-agency system where the ESB is not the lead agency in either flood risk management or emergency response and clear indications had been given to local authorities of the potential risk downstream of discharges from the ESB hydroelectric power stations. We have included in appendices in the supplementary information document some information related to those inundation studies.
The ESB regulations set out operating procedures for dams. A copy of the regulations and guidelines for the control of the River Lee was submitted to the committee. These regulations set out the operating procedure for normal operation, flood conditions, dam safety, levels and low flow situations. They are revised and updated regulations based on operating experience. They are written on the principle of not causing a flood, in other words, not discharging more than inflow during a flood situation, and that is consistent with our statutory mandate.
On the area of levels, reservoirs are operated within a band. It is a dynamic system and levels vary. They are operated between a maximum and a target level in winter. This is dependent on weather forecasts. We receive five-day or four and a half-day weather forecasts from Met Éireann. Data on inflows comes into the control room in Inniscarra on a real-time basis and there is required generation. Overall, it is a dynamic system that needs ongoing management by the staff in the power station. Above the maximum operating level, defined additional spilling is required, and that is set out in detail in the regulations.
Moving on to the events of November 2009, there was a flood event at the end of October on the River Lee. We spilled additional water from 2 to 5 November, and we also spilled additional water between 13 to 15 November based on previous rainfall. There was significant rainfall during 15 to 16 November. We discharged at the maximum rate of 150 m3/s from Monday, 16 November to Thursday, 19 November based on the forecast we had received for Thursday, 19 November.
I will explain what is shown on the next slide. At the top of the drawing there is an indication of hourly rainfall in millimetres from our gauges. The left-hand side axis of the main graph shows levels in metres above datum and the right-hand side of the graph shows discharges and inflows. The graph shows that we were hit by a number of events in quick succession leading up to the events of 19 to 20 November. This is the graph for Carrigadrohid and it covers the period from 10 to 30 November.
The next slide shows the Inniscarra levels, inflows and discharges over the same period, 10 to 30 November, in a similar format. Members will note in the middle of the graph the peak inflow for the period 19 to 20 November and the peak discharge.
The next slide shows a picture that was taken at approximately 11 a.m. on the morning of 20 November. The picture shows the Lee waterworks and its location adjacent to the river, County Hall and the Kingsley Hotel. These are locations that will arise later in the presentation. It is also, in some ways, an update of the picture we showed from the 1986 flood. The next slide shows an extract from an inundation study that was done for Cork city by the ESB in 1992, which formed an input into local authority major emergency plans. This is just one picture, or segment, that shows the south channel area. We modelled a number of scenarios downstream of Inniscarra and one can see there are a couple of areas that were prone to flooding as a result of that modelling. In the supplementary information that we have included for the committee, there is an overall map which shows the extent of the flooding scenarios and the areas that would have been impacted downstream. In the middle of the picture one can see the area around UCC and the area where the Glucksman Gallery was built since this study was completed.
The next slide shows one of the drawings that has been produced by the Office of Public Works, OPW, as part of the CFRAMS project. The OPW over the past number of years has developed the first fully integrated flood model that combines the entire catchment of the Lee and the tidal situation. Those maps show areas that are prone to flooding and this particular sample, which was out for consultation from early 2009, shows the area around the Lee waterworks. This shows there was a 10% chance in any year that the area would be flooded. These maps were available throughout the city in draft form for use leading up to the flooding events of 19 to 20 November.
To move on to the issue of warnings and communication, flood warnings issued to all relevant authorities on the morning of 19 November. The ESB issued flood warnings to local radio and AA Roadwatch. We issued further flood warnings to all relevant authorities in the afternoon, saying that we would be increasing the discharge from Inniscarra on numerous occasions throughout the evening and that this was a large flood. We have included further details on the warnings in an appendix in the supplementary information. We never previously issued two warnings on the same day from Inniscarra. This is the first time that happened. The tone and content of our warnings was that the situation was escalating.
The next slide summarises the warnings and communications on the day and the relevant bodies. They were Cork City Council, Cork County Council, residents, the Garda, the city fire brigade, the Bon Secours Hospital and the city waterworks, which is also a defined contact point on our list of people we notify in the event of a flood situation. We contacted UCC, local radio, the Kingsley Hotel, AA Roadwatch and RTE. Cork City Council issued a flood alert during the afternoon of 19 November and indicated the areas that were at risk in the course of that evening. It mentioned that there was a risk before and after high tide. This is evidence of the warnings we issued.
To move to the issue of dam safety, in 1978 the Institution of Civil Engineers in the UK produced a report on floods and reservoir safety. It defined dam categories A, B, C and D, and the main ESB dams are category A. This basically means that a breach of the dam could endanger lives in a community. ESB dams are maintained to the highest standards. All dams under ESB ownership are managed in such a way as to ensure that they operate safely at all times. The ESB represents Ireland at the International Commission of Large Dams, ICOLD, and has had an external dam safety committee since 1998. This provides an independent evaluation of the safety of ESB dams. The annual sign-off by this external committee is reported to the ESB board. At no stage during the period of the November 2009 flood was the safety or integrity of our dams at risk because our regulations were followed throughout that period.
I will now discuss the River Shannon. The River Shannon is 256 km long between Cavan and Limerick. It is a very low gradient river and numerous tributaries feed into it. It drains a total area of approximately 10,500 km. In contrast to the Lee, floods rise and fall slowly on the Shannon. Previous significant floods have occurred in 1990, 1995, 1999 and 2006. We have included in the presentation a number of graphs which show the levels during the period October, November and December 2009. The first relates to Lough Allen, where one can see the level rising and tapering off over a number of weeks. The next relates to Lough Ree, where there is a defined minimum level. Again, one can see how there were levels in excess of 39.5 metres OD. As mentioned earlier, these were the highest on record for the Shannon.
The next graph shows Lough Derg. There was a large increase in the level in Lough Derg over the course of the flooding events. Lough Derg is the closest lake to the Ardnacrusha scheme and we have a discharge at Parteen Weir, which is shown on the next slide. It goes down the old Shannon channel. The Parteen Weir divides the flow and sends water to the Ardnacrusha power station through the Ardnacrusha headrace which is shown in the top half of the picture. The original Shannon route is shown in the bottom half of the picture. The graph shows the other rivers that feed into the original Shannon as it makes its way down to Limerick city. Ardnacrusha power station is shown on the left hand side of the drawing. The next slide shows a picture of Parteen Weir and one can see the volumes of water that were going through the weir during the flooding events in November.
The next slide shows the discharges from Parteen during the period, both the discharge through the station in Ardnacrusha where we had all four units generating electricity during the period and the increasing discharge that we discharged through Parteen down the old original Shannon channel as the flood events developed. The graph also shows the total discharge. Because the Ardnacrusha power station was operating throughout the period, it resulted in significant flows going through the station and avoiding the original channel of the Shannon.
In summary, on the River Shannon, water levels reached new record levels during the flood. At the peak, approximately 80 million to 90 million cubic metres of water per day entered Lough Derg. This resulted in the highest ever discharges through Parteen Weir. Floods in tributaries had a significant effect on the overall level of flooding downstream of Parteen Weir. The ESB discharged the maximum possible amount of flood water down the headrace to Ardnacrusha to alleviate the worst effects of the flood. Local co-ordination of emergency response worked well through an inter-agency group throughout the period.
Moving on to the River Erne, this picture shows our station at Cathleen's Falls, Ballyshannon. To summarise, there is no downstream flooding risk on the Erne system. All flood waters are passed through the dams at Cliff and Cathleen's Falls. There are restrictions in the system at Inter Lough and Belleek channels. The Rivers Agency in Northern Ireland has already conducted a preliminary review of flooding on the Erne. It has estimated the cost of channel widening at approximately £20 million.
To set the flooding in context, 336mm of rain fell between mid-October and November. It was classified as greater than a one in 100-year event. The level in the upper lough peaked at 48.27 m., which is about 0.5 m. higher than the previous record. Water control was exercised in line with current legislation. The Northern Ireland Rivers Agency and the ESB are recommending a joint examination of lough levels, but within existing legislation and taking account of special areas of conservation and navigation. I will not talk through this graph in detail. It outlines the change in levels during the period.
Moving on to the Liffey system, we had a flooding event over the weekend of 28-29 November. Flooding warnings were issued following heavy rain. The ESB stopped discharging from Poulaphouca-Golden Falls in the early morning. This protected the Liffey area between Ballymore Eustace and Leixlip. Media warnings were issued and we had ongoing liaison with the relevant local authorities throughout that day. Since that event, we have met Kildare, Fingal, South Dublin and Dublin City councils for a review on 14 December.
The floods on the Lee, Shannon and Erne were the highest on record. The ESB managed hydroelectric stations and dams with established good practice. The ESB has a statutory mandate that it cannot exceed. It does not have a lead role in flood risk management or emergency response. The ESB had provided inundation studies for all the river systems to local authorities that showed potential risks. Appropriate warnings were issued to the relevant authorities. We see the future in the work the OPW is doing across the country on flood-risk management, and we will contribute to that process.