From
Operator of dam ‘invented’ rain data
EXTREME rainfall so rare it happens on average once every 2000 years has been “invented” by the government operator of a major Queensland dam as part of its explanation for releasing huge volumes of water that caused most of Brisbane’s January flood.
The claim by SEQWater in its official report that a “one-in-2000-year” rainfall event occurred over the Wivenhoe Dam at a critical stage on January 11 has been widely reported in the media and cited by senior public servants to justify the near loss of control of the dam at the time.
But no such rainfall event was measured by any rainfall gauges. Instead, the claim was manufactured by SEQWater after it modelled the rapid rise of levels in the dam, repositioned rainfall data to an area immediately upstream of the dam, and then doubled it.
After extrapolating in this unusual way to achieve an extreme number, the SEQWater report states: “Rainfall of this intensity and duration over the Wivenhoe Dam lake area at such a critical stage of a flood event was unprecedented.
…
The technical report by SEQWater shows it relied on a manual gauge of dam levels, not the actual rainfall in gauges, to extrapolate data to claim the occurrence of a one-in-2000-year event.
However, in doing this, SEQWater disregarded the data from a nearby electronic gauge, which showed dam levels lower than those in the manual gauge.
Full story here
=================================================================
My heart goes out to the people of Queensland and in particular, Brisbane, where I visited last year. Heads should roll over this. h/t to WUWT reader Betapug
UPDATE: Reader Frank K points out this article by skeptical cartoonist John Cook in ABC:
http://www.abc.net.au/environment/articles/2011/01/17/3114597.htm
The headline:
The essay was also posted on his antithetically named “Skeptical Science” blog:
http://www.skepticalscience.com/OK-global-warming-this-time-its-personal.html
He’s right about one thing, this event IS personal, and preventable. And, I’m willing to bet there will be scads of very personal lawsuits by people who have been grievously harmed by the government ineptitude in managing the dam.
If Mr. Cook has any integrity, he’ll retract his story. But, I doubt he will.
![Australian-logo-web[1]](http://wattsupwiththat.files.wordpress.com/2010/12/australian-logo-web1-e1292630149173.jpg?resize=189%2C76&quality=83)

David W says:
March 29, 2011 at 2:48 pm
This whole thread is truly unworthy of this site. I am thoroughly disgusted.
What would you have Anthony do? Censor this thread (to your liking)? Why this thread and not others? Anthony has a day job and I’m sure does not have time to censor this blog.
Oh and there are other blogs that do censor. Perhaps you would like those better.
Stephan says:
March 30, 2011 at 8:48 am
Urkidding:
Tim already told you repeatedly DROUGHT!, and has actually published a paper on this, so expect DROUGHT for Jan 18 2012.
=========================================================
Looks like you have confused climate and weather.
BTW, in the article you quote Flannery states ”
‘The third phenomena, which Professor Flannery says is the most worrying, is the recurring El Nino weather pattern.
“That’s occurring as the Pacific Ocean warms up, and we’re seeing much longer El Ninos than we’ve seen before and often now back-to-back el Ninos with very little of the La Nina cycle, the flood cycle, in between,” he said.”
The next five or six years will prove interesting.
And, despite all this rain Melbourne’s storages are still only at 54% capacity.
Stephan says:
March 28, 2011 at 10:04 pm
“My Guess in David W is a Qld Gov troll.”
Quite possibly. He might even be Anna Bligh’s husband seeing as he’s insisting on remaining anonymous. The one she gave a nice job to as head of the State Department of Climate Change. Even upgraded it recently so he got more staff or a larger office or something.
The silly moo was on TV back last September telling us that the summer would be very wet and we might get 6 cyclones. On the Thursday or Friday before the floods in Toowoomba on the following Monday the BoM was forecasting widespread heavy rain over SE Queensland in the next 4 days.
The dam was meant to be kept at 60% capacity for flood control is my understanding, not 100%.
The bet was to keep the water. Now let’s see. The worst that can happen if we let the water go early is we’ll be accused of wasting some water. The worst that can happen if if we keep it and then have to let it go in a hurry is we flood Brisbane. Hey! That’s a no brainer! Let’s keep the water in the dam.
As for being led by a hands on engineer after the next election instead of an accountant or a lawyer, I’ll take any of them over a social worker which was Bligh’s training.
David W;
Everything else not withstanding; The core of the article seems to be that SEQ Water made a claim in their report that a 1 in 2000 year rainfall event caused them to release the water at such a high rate that it caused the flooding.
It is further asserted in the article that no such rainfall event can be substantiated from local weather stations and rain gauges. It is also claimed that SEQ had to double the interpolated rainfall event from what their level gauges implied to get to such a rate. That would be hard to justify under any circumstances I am aware of.
Do you concur that they interpolated from their level gauges, or are you asserting that the weather records support their conclusion and that rain actually did fall at the rate claimed in their report?
Next; do you see any reason’s why they would want to make a claim that rainfall levels were so extraordinarily high. What advantage might they gain by such a claim?
As to the rest; yes, this is a comment board. Some of the posters are more informed than others. Some people make uninformed comments, some make very well informed comments. Other message boards delete comments they disagree with, whether informed or not. Some message boards delete inconvenient questions.
Tony don’t play that; if you want to go on a diatribe about how everyone here is anti-science and so forth; he’ll allow it, as long at you don’t include ad-hominem attacks. So don’t deride the board. You seem emotionally very close to this issue. Might that be clouding your objectivity?
Anyway; if you’d answer the questions about the 1 in 2000 year event to the best of your understanding, I would greatly appreciate it. (Maybe you even want to claim that there’s no such information in the report, I don’t know.)
Oh, and I apologize for using interpolate instead of extrapolate.
Should’ve proofed my post a little better.
Sorry.
Treeman is correct. David W almost managed to pass himself off as an independent expert, but for the fact that he carefully avoided critical reference to the passage of time. The panic release of over 650,000 megalitres took place on Tuesday night (Jan 11th) but as Treeman has pointed out above, the flood buffer was already being used up on the previous Friday afternoon. Over that weekend only about 116,000ML/day was being released despite the fact that the river downstream can take 300,000ML without major flooding.
Treeman was right on the spot when I was first to break this story on Jo Nova’s site on Thursday 13th. See http://joannenova.com.au/2011/01/brisbane%e2%80%99s-man-made-flood-peak/
Clearly, just an extra 100,000 ML/day over Sat/Sun/Mon would have reduced the Tuesday flow to 350,000 ML. In fact, there would still have been enough buffer left to leave the Tuesday release at 200,000 ML. And more than 10,000 homes would not have been flooded, 10,000 homes would not have been devalued by 30% (avg of $135,000 ea) or a total loss of $1.35 billion.
The legal position is absolutely clear. The relevant Minister, Stephen Robertson, was in control of a large body of water which clearly falls within the meaning of “a dangerous thing” under the Qld Criminal Code Act 1901. His operating manual, that the engineers were required to comply with, did not provide any scope for pre-emptive action. And because of this the engineers were prevented from taking “all reasonable and practical steps to minimise harm” under their duty of care in respect of that dangerous thing.
Releasing additional water as a flood buffer is used up is very clearly a reasonable and practical step to take to prevent an entirely foreseeable harm.
The fact that Robertson has announced that he will not be standing for the next election, but, contrary to convention, has chosen to remain in his ministerial position, could lead some people to conclude that he is very eager to retain maximum influence over the course of events, including the information flow.
And after more than 15 years of very close exposure to the policy processes in departments under his control, I can provide detailed documentary evidence of a penchant for callous, systematic and willful disregard for the truth.
“The evil that men do lives after them, the good is oft interred with their bones” Mark
Anthony.
Bob Kutz says:
March 30, 2011 at 2:24 pm
Re the 1 in 2000 year event, from the report.
“The January 2011 Flood Event can be categorised as a large to rare event by theInstitution of Engineers Australia (Engineers Australia) national guidelines for the estimation of design flood characteristics (AR&R). The flood level classifications adopted by the BoM also define the Event as a major flood. Relevant statistics
that demonstrate this are:
• At some individual rainfall stations within the Brisbane River catchment, rainfall estimates beyond the credible limit of extrapolation (AEP of 1 in 2,000) were recorded for durations between 6 hours and 48hours. Rainfall recorded in the catchment area above Wivenhoe Dam indicates the catchment average
rainfall intensity for the 72-hour period to Tuesday 11 January 2011 at 19:00 had an AEP between 1 in 100 and 1 in 200. The catchment average rainfall intensity for the 120-hour period to Tuesday 11 January 2011 at 19:00 also had an AEP between 1 in 100 and 1 in 200.”
You can read the whole report (200+ pages) here :
http://www.derm.qld.gov.au/commission/documents/report.pdf
Cheers.
IF the gov’t. is claiming that the inflow to the dam couldn’t have been foreseen going into the weekend because it was a 1 in 2000 year event, it doesn’t follow that the odds against it were 1 in 2000 at that point in time. And certainly not by noon Saturday, much less noon Sunday, etc.
Is releasing additional water into an area that is specifically forecast to receive heavy rainfall with the potential for flash flooding a more reasonable thing to do rather than using the dams flood mitigation capacity at that stage.
Again check your forecasts. Access-R, UK Met, PME, GFS and WATL were all indicating heaviest falls SOUTH of the dam over the weekend. People have consistently used only the vague forecast of heavy rainfall in SE QLD to justify their position for higher weekend releases then conveniently left out the part that the heaviest falls were forecast to fall South of the catchment where you would have had them send those additional releases to. If your going to use forecasts to support your position at least take some time to fully understand them.
The QPF forecasts (an ensemble forecast using some of the models mentioned above) provided by the Australian Bureau of Meteorology to the dam operators at no stage forecast 400mm or more to fall in less than 12 hours over dam on Tuesday. They consistently underforecast the heaviest rainfal in the catchment until ironically AFTER the big release was made on Tuesday. The forecast for Tuesday in the catchment was for no more than 100mm. Had that forecast been accurate we would not be having this discussion today.
With regard the troll comments about who I work for this is the sort of thing infuriating me. I have outlined clearly that I work for an insurer and yet you continue to make unsubstatiated troll claims about me working for the government. Which supports my assertion or thinking that this was only ever a political attack rather than a valid well researched criticism of the dam operators. I am a liberal voter who despises the Bligh government, I live in Toowong which was affected by these floods and did have floodwater into my property as a result. I have every reason to look for ways in which the dam opertors were responsible but they simply are not. I’m more than happy to provide personal details to Anthony but I certainly would not give them to anyone on this Blog not given some of the utter rubbish that has been posted above.
Nor do I or have I claimed to be an expert. What I have said though is that I’m someone who did actually take the time necessary to familiarise myself with all the data which is publicly available to avoid posting highly uninformed comments like some here have done.
To answer your question Bob Kutz, which is actually a good one, you have to read the section in the report where they make the assertion with regards the extreme rainfall rate. Although I’m sure it has been answered or covered by an ealier post.
The crux of this is there were conflicting readings from the automatic gauge and manual gauge located at the dam during the event on the Tuesday when the dam height was rising rapidly. A previous poster has offered a clear explanation as to why the engineers would accept the manual gauge reading over the automatic gauge. They had very good reasons to do so and have explained those reasons clearly in their report but this of course has not been mentioned at all in Andrew Bolt’s highly unbalanced peice. If the manual gauge was correct, computer modelling suggests the dam area itself would have required rainfall of up to 800mm in a 12 hour period to record the dam level rise seen on the manual gauge but as there is no rainfall gauge on the dam they don’t have that recorded measurement. Other guages in the area recorded over 400mm (at Mt Glorious) but they were 15km away from the dam. Gauges nearby recorded up to 170mm in 2 hours (Savages Crossing) so extreme rainfall rates were present and measured. Radar loops of the period in question show continual very heavy bands of rain over the dam for a period of up to 12 hours.
There are certainly question marks over what the actual rainfall over the dam was and ARI’s may need to be revaluated in light of this event but to use a term like “dam operator caught in fabrication” is far from justified. To suggest they shouldn’t have modelled the data to come to a better understanding of why the dam level rose so quickly is unreasonable but to suggest they did it to coverup some form of wrongdoing borders on slanderous.
Ian Mott, your post reinforces to me how clearly this has been a policitical witchhunt from the beginning.
Further your assertion:
“Clearly, just an extra 100,000 ML/day over Sat/Sun/Mon would have reduced the Tuesday flow to 350,000 ML. In fact, there would still have been enough buffer left to leave the Tuesday release at 200,000 ML. And more than 10,000 homes would not have been flooded, 10,000 homes would not have been devalued by 30% (avg of $135,000 ea) or a total loss of $1.35 billion.”
highlights your limited knowlege of the situation that was occurring on the Tuesday.
The inflow rate into the dam peaked at 11,500m3 sec which translates to just under 1 million mL a day. To suggest that at the time this was occurring, 100,000mL would have made any difference to the release strategy shows you don’t really understand what those strategies are. With 100,000mL less in the dam when the larger inflows started to impact from about 4am on Tuesday morning they would have been facing a dam headed for maybe 75-75.5m instead of 76-76.5m. Either situation with the dam headed above 74 m with rapid inflows incoming requires the same response since they do not have a crystal ball at that stage to tell them when those inflows will stop. That response is clearly outlined in the manual and it is to start opening the gates further until you match the inflow into the dam and the dam level stabilizes.
Furthermore that 100,000mL that you would have released on the weekend before the Tuesday would have been released into an area with heavy ground saturation, a forecast of heavy rainfall and potentially severe flash flooding. Bourne out on Monday when a single storm cell dropped extreme rainfall in the Lockyer catchment BELOW Wivenhoe and caused the flash flooding that lead to most of the lives lost in this event.
Had they released your 100,000mL and the heavy rainfall and flash flooding had occurred South of the catchment as forecast into the area your release was running into, no doubt you and Andrew Bolt would now be blaming the dam operators for how many people they killed by releasing to much water on the weekend and probably calling for criminal negligence trials.
David W
You say:
“With 100,000mL less in the dam when the larger inflows started to impact from about 4am on Tuesday morning they would have been facing a dam headed for maybe 75-75.5m instead of 76-76.5m. Either situation with the dam headed above 74 m with rapid inflows incoming requires the same response since they do not have a crystal ball at that stage to tell them when those inflows will stop.”
Firstly releasing at 240,000 mL/day from Saturday would have seen 332,000 mL less water in the dam come Tuesday midnight. Releasing 240,000 mL per day from Friday would have seen the difference more like 500,000 mL less water in the dam.
That’s quite a lot of water with a flood buffer of 1.45 million megalitres.
Secondly the larger flows began to impact Wivenhoe levels well before midnight on Sunday. The water in the dam was rising at close to 4M per day. The rate of rise was steady until 3PM Monday by which time the level was at 73M. The rate of increase picked up again at 3am Tuesday and peaked at 74.5M around 3PM Tuesday.
No crystal ball was ever required. Just taking a look outside was enough. Knowing when the inflows might stop is beside the point when an alarming and consistent rate of rise had been observed since Friday. The larger flows impact to which you refer equate to a rise of just 1M at the dam wall when it was almost overflowing! The real impacts happened days earlier and were immediately visible. There was however no attempt to substantially increase releases until Monday.
According to station data I’ve kept, the level in the dam went from 74.5M back to 74M between 3Pm and midnight Tuesday from when it climbed again to almost 75M. by 10am Wednesday. Station data at Jindalee shows a 6PM Wednesday peak. It shows an accelerated rise from midnight Tuesday, through 4am Wednesday from which time it tapered off.
I suggest that substantial releases over the weekend would indeed have made a big difference to the outcome and trust that the Enquiry will look at all data and not models and projections of what might or might not have been.
David W. Good try mate. All those inconvenient facts getting in the way of a good story! Perhaps if some commenters had perused the 1180 page version of the report they would have a better understanding of the event and the timeline of knowledge rather than relying on poorly explained newspaper reports of misunderstood third person comments. It is worth noting that the journalist Hedley Thomas has had a long running battle with the Brisbane City Council about predicted flood levels and building and is probably frustrated by what looks like “I told you so”!
One point to note is that the size and shape of Wivenhoe (109km2 / 20km+ long) means that rainfall in the immediate vicinity of any part of the shore line combined with the ground saturation will have a very quick effect on lake levels. The area to the east is also very steep so its not hard to see how a 248mm rainfall event http://www.bom.gov.au/jsp/ncc/cdio/weatherData/av?p_nccObsCode=136&p_display_type=dailyDataFile&p_startYear=2011&p_c=-339600139&p_stn_num=040763 is multiplied to give rapid lake level increases. Check out Esk located to the west – 130mm/150mm/39mm for 10th/11th/12th or Mt Glorious the the east – 188mm/252mm/208mm for 10th/11th/12th. Or Somerset Dam at the northern end of the lake; 192/156/66mm for 10/11/12. All publically available data, nothing made up. All stations located in an area where the monthly mean is about 130mm. Go and look at the SEQW report and check out their recurrence analysis and come back and demonstrate exactly where the fabrication has occured.
So you would have ignored all rainfall forecasts which were all showing the heaviest falls would occur below the dam and release water on the weekend on the basis of what? What exactly was telling you on Saturday that their would be an inflow of close to 1 million mL on Monday and a further million on Tuesday with about 30-36 hours in between? If you knew this why didn’t you tell the dam operators?
Frankly I’m amazed. You have a weather forecasting system that correctly predicts extremely rare weather events down to their exact location and rainfall amounts and no one else seems to have heard of it. It must of course be a computer model or forecast I simply havent seen yet and I would love for you to share it. Is it the TALO model perhaps? (take a look outside). Is it your argument that the dam operators should base all their strategy releases for the dam on what is happening outside your window?
Being realistic, I would suggest your strategy of additional releases over the weekend would have put a significant number of lives at risk (which are far more important than the property losses suffered heavy as they were) and would potentially have inundated hundreds of properties well before any actual or forecast rainfall would have indicated it was needed.
They were already releasing at a rate of 100,000mL a day by Saturday afternoon at a time when inflows were at the same level and flows downstream independent of the releases were already increasing. From 9pm Saturday through to 10am Sunday the dam level had dropped from 68.65m to 68.53m and all their forecasts were that the heaviest rainfall from that point forward was going to be below the dam.
I’ve explained already the level of ground saturation below the catchment and the high probability of significant rainfall with the potential for dangerous flash flooding as evidenced by what happened in the Lockyer Valley. This was not forecast to fall in the dams catchment but below it.
You haven’t provided any proof the forecasts were saying anything other than what I’ve told you already. You havent disputed the ground saturation nor the potential impact of very heavy rainfall or the possibility of dangerous flash flooding below the dam. You’ve provided no plausible explanation for how you would have known about the 2 seperate very large inflow events to come other than you looked outside and it was raining.
Please tell me by what possible logic you can fit extra releases into this set of conditions.
David W, nice try with the indignation, but my post specifically referred to an additional 100,000 ML/day FOR 3 DAYS, but you chose to imply that I was only referring to one day. If this is an example of your comprehension skills then we must wonder what else you are misquoting.
In fact, the tuesday inflow was not 1 million ML, as you claimed, but merely 650,000 ML, the same volume that was released. The dam level at the start and the end of the day was pretty much unchanged. The inflow rate may have peaked at 11,300 cumecs but it did not remain at that rate all day. This is a pretty rudimentary mistake which, in light of your comprehension problems, further undermines your credibility.
The flow speed from the catchment to the dam (the Wivenhoe, which is down stream from the Sommerset) also allowed a minimum of 12 hours grace (and up to 36 hours) between the actual rainfall event and the inflow to the lower dam. So this blatant spin about forecast problems appears to come directly from “butt covering central”.
The simple, inescapable fact is that the operating manual simply did not comprehend the bleeding obvious. A fully utilised flood buffer is no longer a buffer at all.
David W
You clearly haven’t looked at what I wrote at 10.48 pm. You don’t need forecasts when the the water has been rising at an alarming rate, continues to do so and the dam level is already well into the buffer. This began on Friday.
You say “From 9pm Saturday through to 10am Sunday the dam level had dropped from 68.65m to 68.53m and all their forecasts were that the heaviest rainfall from that point forward was going to be below the dam” Surely a drop of .12M while releasing 100,000mL is evidence alone of an insufficient release? Even if the rain stopped immediately, inflows continue for hours if not days in these circumstances.
My lively-hood is integral to rainfall. I travel between NSW and Brisbane regularly to monitor landscape plantings. During the weeks before, up to and beyond the Brisbane floods I logged into BOM, Weatherzone and other sites each day and several times a day during the worst of it. I don’t recall seeing anything that suggested rainfall would be heavier above or below Wivenhoe. Weatherzone gave a greater than 75% probability of high rainfall for all but a few days of late December and all of January for most of the South East corner. The cells that caused the Toowoomba and Lockyer flash flooding and the cells that caused the rise in Wivenhoe both came from the same direction and had the same potential for rain on everything in their path.
The only accurate forecast is the weather radar showing real time rainfall and direction. Even this is fallible, notably with sudden storm events but with slow moving systems it works a treat. Anything else is opinion based on modelling and we all know what that’s worth!
Blaming forecasting or lack of it for a what is most likely clear cut case of mismanagement is bound to come back to bite SEQ Water. Bureaucrats and politicians have been squabbling about the buffer for years. More recently they have been squabbling about the value of water and the need to keep more of it.
Yes the ground was saturated and yes a bigger release of water earlier would have caused some flooding. It would also have inconveniently cut several bridge crossings below Wivenhoe but in the absence of higher than usual tides and flood peaks from Bremer and Lockyer I suggest that 30% of the buffer could have been released before Monday afternoon. People using these bridges were already on alert.
An earlier inconvenience vs a later catastrophe sounds logical to me! Duckshoving and blaming forecasters is logical only for self preservation!
please tell me this is not true !
Ian Mott, sorry I missed the per day on the end of your 100,000mL in your previous post but then I guess I wasn’t imagining someone might rationally suggest they would have released that amount of water.
You do realise that releasing a further 100,000mL a day would have resulted in flows over 3,000m3/sec per day at Mogill from Saturday onwards and 3,500m3/sec from Sunday before you had any possible indication of the 2 major inflow events in the dams, without factoring in any potential heavy rainfall forecast to fall into that area. That gives you only a tiny margin before you start inundating hundreds of homes with the threat of very heavy rain to fall in that area. They were already releasing 1200m3/sec on Saturday and infact by 9am Monday the releases were already at 2000m3/sec. You would have added a further 1200m3/sec to that amount in addition to what was already flowing from catchments below the dam which was in excess of 500m/sec. Would you have given authorities time to give warnings to local communities before these releases, time for evacutations or to prepare for being isolated , time to close bridges and roads? Would you have opened the gates rapidly or at a reasonable speed which was less likely to cause rapid river level rises?
Absolutely no way you could have released anyhwere near that amount without substantial unwarranted risk taking. Easy to make a call after the event when you know where the rain fell. I wonder if you would have been so brave without being pre-armed with such knowlege.
You can try and spin it anyway you like but that is foolish.
No problems with you splitting hairs over the inflows. The 2 major inflows were on Monday (actually starting in the late hours of Sunday) and the second one started in the early hours of Tuesday moring. If “on Tuesday” is not preceise enough for you well so what. The fact that the 11,500m3/sec did not remain at the level all day is immaterial to the decision they had to make when the peak inflow was approaching that level which is the point I was trying to make which you have ignored.
So Treeman you logged on to Weatherzone several times a day. And you think this was enough to get a gauge of what was happening. Many of us from Weatherzone were pretty much on the thread following events minute by minute. I got about 5 hours sleep from Saturday through to Tuesday whilst following events on Weatherzone. I have since been through the event thread 3 or 4 times to get a feel for exactly how things transpired. It is very clear that everyone other than you and Ian were expecting the weather system to move south of the dam.
Provide some evidence that you knew exactly where the rain was going to fall by Saturday morning and maybe I’ll have a little more respect for your views. You, Ian and others who have posted have repeatedly the reality of the forecasts. But worse still you use the forecast to say they should have known the rain was coming but you ignore the part of the forecast regarding where the rain was going to fall. Thats hypocritical.
If you say they should have looked at the rainfall that actually fell only and ignored the forecasts then there is no basis for early releases either. Any rainfall until Tuesday was always going to be comfortably handled by the dam. You therefore have no justification for early releases until Tuesday unless you factor in rain forecast to fall and you want to ignore what those forecasts were saying except the part which fits in with your preconceived and clearly politically motivated ideas. Again hypocritical.
Oh btw Treeman, here are some comments on WZ that it appears you must have missed. All made on either 8th or 9th January.
“Latest GFS is out and continues the current theme with moving the event further S…now shows biggest falls just S of Brisbane…”
“Latest UKMET run keeps the heavy rain anchored from the border up to Brisbane till Monday night.”
“GFS has the focus on NE NSW, however ACCESS-R has the focus on Brisbane and surrounds…”
“WATL going for consecutive days of 150mm+ falls on Sunday and Monday centered a little south of Brisbane…”
The QPF forecasts for the catchment provided by BOM to the dam operators are on page 72 (adobe page number) of the following report. Linked by someone else.
http://www.derm.qld.gov.au/commission/documents/report.pdf
So again please tell me what exactly it was that would have been telling you on the Saturday that close to 2 million mL was going to flow into the dam from that point forward?
Nice try, David W, but but you again failed to provide essential information that puts your numbers in perspective. The total peak flood flow from the Tues/Wed panic release was over 10,000 cumecs, of which 8,000 was from the Wivenhoe branch and just 2,000 from the Bremmer. So your claim that an additional 100,000 ML/day (1157 cumecs) of pre-release would have caused unacceptable flooding is plain spurious.
Indeed, the 3,000 to 3,500 cumec flow figure you claim would have been unacceptable as a pre-release was the very same figure that flows were reduced to THE DAY AFTER THE PANIC DISCHARGE. This 3,500 cumecs flow figure is the upper limit of a minor flood. And the fact that it is only 1/3rd of the panic release major flood level merely highlights your incapacity to make proportionate responses to the data.
And spare us the cognitive cull-de-sac of where the heavy rain was forecast for. At any one point in the decision chain the major variable was not from the forecast but rather, the falls that had already taken place in the catchment but had not yet flowed to the lower dam. From the moment the flood buffer began to be used up on Friday, it was entirely foreseeable that the remaining buffer may not be enough. By Saturday there had already been enough rain in the upper catchment to prompt a fierce debate within SEQWater over the need for additional pre-releases.
The naysayers didn’t actually win the argument, they just fell back on the negligent prescriptions in Minister Robertson’s operating manual that only allowed a staged increase in releases AFTER THE FACT. And it is testimony to your ignorance that one must state that action after the fact is the very antithesis of a duty of care, to take all reasonable and practical steps to prevent entirely foreseeable harm.
So if you would care to front up to a court with your hair splitting over where the forecast predicted the most intense rain then be my guest. But the normal range of variation between the predicted and actual location of a storm event is greater than was the case in this instance and there is no excuse for operating on any finer scale.
You claim to be a non-Labor voter and a person impacted by the flood and to not be involved in the decision making process in any way. But all you have offered here are excuses for what was done. And as you have done so under a pseudonym we have no way of testing the veracity of your claimed personna.
And as for your claim of political bias on my part, you should read through some of the court cases initiated by Robertson’s department to get a handle on their relationship with the truth, http://www.propertyrightsaustralia.org/ Officers guilty of perjury, fabrication of evidence, the Director General guilty of contempt of court, the list goes on. Read this stuff and then tell me these people are not capable of fabricating a defence in gross negligence.
David W
I’ve never tried to forecast that “close to 2 million mL was going to flow into the dam from that point forward” My point was that the two systems that delivered heavy rain to Toowoomba /Lockyer and Brisbane via Wivenhoe/Somerset came from the same direction and broadly speaking had the same potential to deliver rain.
It seems that you’re caught up in defending forecasts or defending SEQ Water’s reliance on them. What you have quoted below are opinions of model based forecasts and should be taken as that by all concerned. It is folly to rely on forecast models and scurrilous to use them as justification for mismanagement.
“Latest GFS is out and continues the current theme with moving the event further S…now shows biggest falls just S of Brisbane…”
“Latest UKMET run keeps the heavy rain anchored from the border up to Brisbane till Monday night.”
“GFS has the focus on NE NSW, however ACCESS-R has the focus on Brisbane and surrounds…”
“WATL going for consecutive days of 150mm+ falls on Sunday and Monday centered a little south of Brisbane…”
Use of words like “going for” gives the game away. In any case, forecast falls on Sunday and Monday are irrelevant as the accelerated rise at Wivenhoe wall had already begun on Friday. Just as it takes over a day for water from Wivenhoe to reach Bellbourie, it takes time for rain to register at the dam wall.
Ian has pointed out and you seem to have missed, “The flow speed from the catchment to the dam (the Wivenhoe, which is down stream from the Sommerset) also allowed a minimum of 12 hours grace (and up to 36 hours) between the actual rainfall event and the inflow to the lower dam.”
You say “Any rainfall until Tuesday was always going to be comfortably handled by the dam”
I’m not so sure about that. The dam was already over 72m by lunchtime Monday. The rate of rise slowed from 8pm Monday (73m approx) until 3am Tuesday. It then accelerated from 73.5 m to reach 74.5m by 3pm Tuesday. This slowing is likely the result of the increased releases Monday afternoon. The accelerated rises at Savages crossing and Moggill mirror the increased releases if you allow the time lag.
There is strong justification for early bigger releases well before Tuesday without considering forecasts at all. You seem to support disregarding the observed rate of rise from Friday through Monday on the basis of forecast models. This is a most irresponsible position to take.
This MEDIA RELEASE – 10 JANUARY 2011 is telling:
“Significant rainfall in the catchments has lifted Wivenhoe Dam’s level to 154 per cent and Somerset Dam to 158 per cent, despite continuing releases.
Although releases are being made, large quantities of water continue to flow into the dams. Water is being held back in order to manage impacts downstream and allow for other inflows from urban runoff, the Lockyer and Bremer Rivers to subside”
The decision to release only a small amount of water over the weekend forced SEQ Water into a no win position come Monday afternoon. They had to release more water to prevent a plug breach at the most inconvenient time, right when the impact of Bremer and to some extent Lockyer floods peaked below Wivenhoe.
This is not about forecasting, it’s about management of a flood mitigation dam using measurable observational data rather than model based forecasting.
But you have repeatedly said you wanted to release 100,000mL a day on Saturday and Sunday. Please provide proof that the inflows into the dam at that point were going to generate the requirement for the peak release on Tuesday.
You have ignored the fact your releases would put the flow at 3,500m3/sec before taking into account any rain that might fall into that area. You have ignored the fact that Lockyer Valley provides you with a clear example of the type of rainfall that was being forecast below the catchment.
You would have released the water and everyone would have had to pray to god that the weather forecasts were not correct.
Rainfall and river flow data from Saturday and Sunday would be handy to prove your case that inflows and rainfall on those days were sufficient to begin larger releases from Saturday. Given the dam level was either stable or falling slightly for a large part of Saturday and Sunday on the back of releases in the 1200m3/sec range to 1400m3/sec range I cant see how you could assert on ether Saturday or Sunday that flows into the dam at that point were going to require the Tuesday release.
When increased inflows into the dam did start occurring on Sunday afternoon going into Monday they responded by increasing the release rate to 2700m3/sec by 8pm Monday after taking the appropriate precautions to ensure people downstream were suitably notified and the necessary roads and bridges closed. They then commenced opening the gates at about 2am Monday morning at a rate that didnt cause unnecessarily rapid and life threatening river and creek level rises downstream.
These increased inflows started to become apparent at about 2-3pm on Sunday. It would have been at least another 4-6 hours before the scale of those inflows reached a magnitude which would indicate the need to increase the release rate to levels you’ve suggested (levels they reached by 8pm Monday anyway when conditions actually warranted it) as they certainly wouldnt start emptying the dam based on a single hours inflow. This takes you to around 6-8pm at night. As I’ve said above, they then have to make the appropriate notifications to councils who have to notify affected residents before releasing because given conditions downstream, weather forecast and obseervations of weather conditions, their was a very high risk of flash flooding and loss of life. The release rate then started increasing from about 2am on the Monday morning to hit the 2700m3/sec rate by 8pm. This release rate combined with downstream flows already put them at 3500m3/sec without taking into account any further falls over the area that the water was being released into.
In fact with this rate of release even the largest inflow of Monday was not going to put the dam level over 74 meters which is the trigger point for the bigger releases that occurred on Tuesday.
You have made claims but not provided a single peice of proof that conditions on either Saturday or Sunday indicated the need for a higher release rate.
You use words like “panic discharge” to falsely convey things were out of control when in fact the releases on Tuesday were well controlled and in line with operational procedure so much so that the peak discharge was less than 65% of the peak inflow. But you would have done a “panic discharge” on Saturday and Sunday without any proof it was needed.
You want the dam to 100% mitigate a 1 in 100 to 1 in 200 year flood event at the cost of not using the flood mitigation capacity at all for lower level events. This is far from a practical approach. Your approach would potentially have flooded hundreds of properties in October and December 2010 without any reason to do so. I cant imagine what you would have done in if you were in charge in 1999 where inflows approached 1974 levels but the Brisbane River never exceeded 1.7m due to the same strategy of limited releases used early in the event.
“By Saturday there had already been enough rain in the upper catchment to prompt a fierce debate within SEQWater over the need for additional pre-releases.”
Provide proof of this. And a newspaper reporter saying so is not proof.
You are all over the place, David W. Once you start claiming that the 100,000 ML release they could have made on Sat/Sun/Mon would have been a panic release you shred your credibility. And your demand, “Please provide proof that the inflows into the dam at that point were going to generate the requirement for the peak release on Tuesday”, is further evidence that you have no comprehension of duty of care.
The essence of DoC is whether there was any “reasonably foreseeable risk” of the need for the peak release on Tuesday, not for proof of certainty.
So lets just summarise your claims. You overstated the peak flow by 50% as being 1 million ML/day when it was 1 million ML over 36 hours or 650,000 ML/day. You understated my suggestion of a prudent 100,000 ML/day over three days by 66%, using just a single relase of 100,000 ML instead. You misstated the discharge rates from each part of the catchment to suggest the flows downstream were much higher than the 20% Bremmer vs 80% Wivenhoe portions. You claimed the 100,000 ML pre-release on Sat/Sun/Mon would take total flows to well over 350,000 ML/day to produce serious flooding when that volume was released on Thursday and produced a significant decline in flood levels 36 hours later.
And then you demand evidentiary proof that decision makers did not know that a future event was certain. Pathetic.
My guess is that you are a close family member of one of the people involved in this fiasco and desperately want to believe they have not been grossly negligent to the tune of more than $1.5 billion. Good luck with that. Feel free to expand on your interpretation of duty of care to a good lawyer.