Geo100 Brisbane Floods

ESSAY As natural disasters are inevitable, it is essential that we as humans mitigate the potential outcomes caused by these disasters. This essay will seek the 2011 downpours of Brisbane and whether proper planning and homework could adjudge minimised the outcome. It will further explore the impact the Wivenhoe occlude had on the alluvions and discuss whether dam maintenance aim supplies and warnings could see helped. celestial latitude 2010 and January 2011 saw Queensland experience record-breaking pelting that has non been seen since 1960.Approximately 1 000 millimetres of rain downfall was recorded in January alone, which caused the second biggest alluvial sediment Brisbane has experience since 1974 (Hornet & group A McAneney, 20111150). The 2011 flushs caused severe devastation with and end-to-end Brisbane with over 26 000 population loosing their homes and over 5 000 businesses around the city any partially or completely flooded. It further caused around ninety k indergartens and sixty schools to be unnatural and unusable. However the greatest devastation was the loss of twenty-three peoples lives as a direct result of the floods (Calligeros, 20114).The Queensland Government also suffered a major financial repercussion from the floods. Over 440 million dollars was spent in repairing roads, bridges, power poles and different globe facilities that were destroyed (PM With Mark Colvin 2011). This kind of outlay by the Government caused speculation that if proper planning and preparation been implemented, the Brisbane floods could have been mitigated. This speculation further lead to the investigating of whether the Wivenhoe dekametre helped or hindered the floods.The Wivenhoe Dam opened in 1985 after the great Brisbane floods of 1974 occurred and was seen as a firmness of purpose to prevent further floods from happening again. All the dams, creeks and rivers surrounding the Wivenhoe Dam were connected that any potential overflow could run straight into the Wivenhoe and therefore have minimal risk of overflowing. However what occurred in 2011 was non what was planned when building Wivenhoe many years earlier. Wivenhoe Dam was built to hold a pissing supply supply of 1. 5 million millilitres of pissing, with a capacity to hold 1. 45 million millilitres at Full Supply Level or FSL. The 30 million-millilitre difference was allocated as a reserve for floodwaters to help mitigate fill (Honert & McAneney, 20111152). Although a reserve level had been allocated in the dam, the issue was that there had been constant and heavy rainfall in the previous spring months. This direct to the Wivenhoe catchments being relatively full prior to the downpour that occurred in the December 2010 and January 2011.This rain further caused the surrounding rivers and creeks to overflow causing minor river fill, with water thus starting to flow into Wivenhoe to help prevent major flooding. star up to the floods Wivenhoe peaked at 1. 50pm on Wednes solar twenty-four hours 12th of January reaching an astounding 2. 29 million millilitres. (See auxiliary 1 send back 1. 0). A day later Brisbane River peaked at 4. 46 metres at 2. 57am on atomic number 90 thirteenth of January, causing major flooding to begin. (See Appendix 2 graph 2. 0).It was during these two days that the role the SEQWater played was questioned, as they were aware that the dams were graduate(prenominal) enough to overflow. This speculation was further fuelled when it was made known that SEQWater only released 60% of the dams water, moments before the flood engulfed Brisbane (See Appendix 3 prorogue 3. 0). SEQWater is the company in charge of the Wivenhoe and Somerset Dams and have three innocent operating guidelines that they must follow (See Appendix 4 Guidelines 4. 0).It was apparent that none of the guidelines were followed for a number of reasons. Firstly this was evident as when the Wivenhoe and Somerset dams began pickax up a s a result of the severe wet stick out, SEQWater did not release any water from either dam until Tuesday 11th of January. As they had left the water idling for too long they had no other choice but to release the water at once sooner of gradually releasing water like they were advised to do from the elderly gormandize Operations Engineer.After the flood occurred SEQWater stated back, The flood compartments of the dams were filled to a high level by the first flood that there was not sufficient time to release this water prior to the second flood arriving, (Water, 20111158). So although the SEQWater tried to justify their actions, it can be argued that the SEQWater company and the employees were warned a few days in advance that by releasing a small amount of water at different times during the day would help minimise the amount of flooding that could have potentially occurred.Once it was detect that the SEQWater had received numerous warning of potential warnings, the issue was studied and analysed. It was estimated that between 1100 Tuesday 11th of January and 1909 Wednesday 12th of January that 518,000 millilitres of water was released from Wivenhoe dam making around a 60% contribution to the already rising water around the Brisbane area. (See Appendix 3 Table 3. 0). By 609pm thorium the 13th of January the water flowing past the urban center Gauge was estimated to be around 866,000 millilitres and was still continuing to rise. See Appendix 5 Table 5. 0). The final detailed analysis sent out to SEQWater by the older binges Operation Engineer it was analysed that if releases from the Wivenhoe dam were timed appropriately it could have minimised the flooding that occurred. (See Appendix 6 Analysis 6. 0). The Bureau of Meteorology proved to be helpful through the disaster, by providing warnings through their rainfall data. Day-to-day rainfall charts and rainfall maps were updated online and made easily accessible to the public and those affected. See Appendix 7 and 8 Graph and Chart 7. 0). The BOM also released a sporty warning to both the government activity and the public that the amount of rain that was culmination would have the likely strength of a La Nina event. As the study was made available to anyone with Internet access, SEQWater and the Government could have easily accessed this information. By doing so they would have been able to see the potential threat the draw close heavy rainfall could have and in turn should have helped them puddle a wiser decision.By choosing to ignore any sort of warning sign provided by the BOM, SEQWater and their employees did nothing about the almost full catchment even though more heavy rain was approaching. Leading to the conclusion that by ignoring the warnings they demonstrate poor planning and ignorance to the information provided. Throughout this essay is has been concluded that through proper planning and preparation the Brisbane Floods of 2011 could have been mitigated. Ev idence and research shown throughout this essay evidently points unfavourably to the SEQWater company and its team.It concluded that although many warnings were issued, the SEQWater and government chose to ignore them and therefore resulting in all the water being released at once. Even though this natural disaster could not have been prevented through proper planning and preparation it definitely could have been mitigated which would in turn also result in minimal devastation and destruction. This flood has also been dubbed a dam release flood by hydrologists that were appointive with the Insurance Council of Australia.Again as the evidence and research implies, with proper planning and preparation yes, the Brisbane flood of 2011 could have been mitigated. extension 1 TABLE 1. 0 WIVENHOE cecal appendage 2 GRAPH 1. 0 CITY GAUGE APPENDIX 3 TABLE 1. 1 RELAEASE FROM WIVENHOE PLUS CITY GAUGE APPENDIX 4 GUIDELINES 3. 0 OPERATING GUIDELINES * The flood store (or catchments) should generally be unbroken empty by releasing all the water flowing into the flood storage governing body until the defined downstream flood event is reached. Releases from the storage system should then be selected to remain below the defined downstream flood event until the flood event has passed or the storage system becomes full. * If the flood storage system becomes full, the storage system must then release all the inflows but releases should never exceed inflows. APPENDIX 5 TABLE 1. 2 ESTIMATED FLOW PAST CITY GAUGE APPENDIX 6 ANALYSIS 6. 0 DETAILED ANALYSIS 123,000 millilitres was discharge either earlier than 11. 00 Tuesday 11th or ater than 1900 Wednesday 12th rather than during this period, the flood level at the Brisbane City Gauge would not have exceeded the major(ip) flood level, or if 335,000 millilitres was discharged outside the period 0200 Tuesday 10th to 0800 thorium 13th rather then during the period, the flood level at the Brisbane City Gauge would not have excee ded the Moderate flood level, or if 623,000 millilitres was discharged outside of the period 1300 Monday 10th to 2100 Thursday 13th rather than during the period, there would not have been a flood at the Brisbane City Gauge. OBrien, 20119) APPENDIX 7 AND 8 DAILY rainfall GRAPH AND CHART 7. 0 REFEERNCE LIST Apelt, Mar 2011, Joint Flood Taskforce Report March 2011, viewed 19 April 2012, <http//www. floodcommission. qld. gov. au/__data/assets/file/0017/6443/BCC_Attachment_13_-_Joint_Flood_Taskforce_Report_March_2011. pdf> Himsley, May 2011, Dams and Flood Mitigation, viewed 19 April 2012, <http//www. actuaries. asn. au/library/events/Other/2011/Norm%20Himsley. pdf> Honert, R & McAneney J 2011, The 2011 Brisbane Floods Causes, Impacts and Implications, Water Journal, Vol. , Iss. 4, pp 1149 1173, viewed 19 April 2012, < http//www. mdpi. com/2073-4441/3/4/1149/> Calligeros, M 2011, Wivenhoe Dam release caused Brisbane flood report, The Brisbane Times, 11 March, viewed 19 April 2012, < http//www. brisbanetimes. com. au/environment/weather/wivenhoe-dam-release-caused-brisbane-flood-report-20110311-1bqk7. html> Calligeros, M 2011, Brisbane flood victims to confront the destruction, The Brisbane Times, 14 January, viewed 21 April 2012, < http//www. risbanetimes. com. au/environment/weather/brisbane-flood-victims-to-confront-the-destruction-20110113-19q04. html> Seqwater, 2011, The January 2011 Flood Event, viewed 19 April 2012, <http//www. seqwater. com. au/public/sites/default/files/userfiles/Factsheet-January_2011_FloodEvent. pdf> Bureau of Meteorology, Feb 2011, Brisbane Metro in January 2011 A major rain event and severe flooding, viewed 21 April 2012, <http//www. bom. gov. au/climate/current/month/qld/archive/201101. brisbane. shtml>OBrien, Mar 2011, Brisbane Flooding January 2011 An Avoidable Disaster, viewed 19 April 2012, <http//resources. news. com. au/files/2011/03/22/1226025/997481-aus-news-file-obrien-report-replace. pdf> Bureau of Meteorology, Jan 2011, Monthly Weather Review Queensland January 2011, viewed 21 April 2012, <http//www. bom. gov. au/climate/mwr/qld/mwr-qld-201101. pdf> PM With Mark Colvin, ABC, 8 February 2011, ABC Australia, Brisbane. (Also a radio set broadcast of it on < http//www. abc. net. au/pm/content/2011/s3133417. htm>)