Category Archives: Hydrology

Graphing a water balance

The water balance for a urban catchment equates the change in storage during a certain period, with the difference between water inputs (precipitation and mains water) and water outputs (evaporation, stormwater runoff and wastewater discharge).

\Delta s = (P+I) - (E_a + R_s + R_w)
where:

\Delta s change in catchment storage
P precipitation
I  imported water
E_a actual evaportranspiration
R_s stormwater runoff
R_w wastewater discharge

Mitchell et al., (2003) provides data on the water balance for Curtin, ACT for 1979 to 1996.  The water balance for the average, wettest and driest years are shown in the table below.

Water-balance_table.png

When presenting financial statements, a common approach is to use a waterfall chart which shows how the components of a financial balance contribute to an overall result.  Here I’ve used a waterfall chart to show the water balance for Curtin for the driest and wettest year as reported by Mitchell et al., (2003).

Water_balance_driest

Water_balance_wettest

Figure 1: Water balance for Curtin, ACT in (A) and driest and (B) the wettest years as estimated by Mitchell et al., (2003).

Does this approach to visualising a water balance help understanding?  A few things stand out:

  • In the driest year, more water was input from the mains than from rainfall
  • In the driest year, actual evapotranspiration was larger than rainfall and mains inputs.
  • Evapotranspiration and stormwater change with climate, with large variation between the wet and dry years.  Wastewater doesn’t change all that much.
  • Precipitation is highly variable, ranging from 247 mm to 914 mm.

There is a guide to making a waterfall chart in excel here.  The R code to produce the graphs shown in this blog is available as a gist, which draws on this blog.

References

Mitchell, V. G., T. A. McMahon and R. G. Mein (2003) Components of the Total Water Balance of an Urban Catchment. Environmental Management 32(6): 735-746. (link)

Munging rating tables

The Victorian water monitoring site includes rating tables for stream gauges but they are in a format that is not easy to work with.   An example is shown in Figure 1 below.

Rating table

Figure 1: Extract of rating table

The following steps can be used to extract and convert the data into a useable format.

1. Download and save rating table.  Click the button shown to get the rating table as a text file.

Rating_table_download

Figure 2: Save the rating table

2. Re-format the data to create columns of levels and flows.  You’ll need to use your favourite tool for this munging step.  An example using R is available as a gist.

3. Plot and compare with the online version

Rating_table_404216_warehouse

Figure 2: Rating plot (source: data.water.vic.gov.au/monitoring.htm?ppbm=404216&rs&1&rscf_org)

Rating_table_404216_R

Figure 3: Rating plot using data from rating table

4. Save as a csv file for further use.

R code is available here.

Related posts:

Converting between EY, AEP and ARI

The latest version of Australian Rainfall and Runoff (ARR2016) proposes new terminology for flood risk (see Book 1, Chapter 2.2.5).  Preferred terminology is provided in Figure 1.2.1 which is reproduced below.

Definitions:

  • EY – Number of exceedances per year
  • AEP – Annual exceedance probability
  • AEP (1 in x) – 1/AEP
  • ARI – Average Recurrence Interval (years)
ARR-Terminology

Australian Rainfall and Runoff preferred terminology

For floods rarer than 5%, the relationship between the various frequency descriptors can be estimated by the following straightforward equations.

\mathrm{EY} = \frac{1}{\mathrm{ARI}}
\mathrm{EY} = \mathrm{AEP}
\mathrm{AEP(1\; in\; x \;Years)} = \frac{1}{\mathrm{AEP}}
\mathrm{ARI} = \mathrm{AEP(1\; in \; x \; Years)}
\mathrm{AEP} = \frac{1}{\mathrm{ARI}}

For common events, more complex equations are required (these will also work for any frequency):

\mathrm{EY} = \frac{1}{\mathrm{ARI}}
\mathrm{AEP(1\; in\; x \;Years)} = \frac{1}{\mathrm{AEP}}
\mathrm{AEP(1\; in\; x \;Years)} = \frac{\exp(\mathrm{EY})}{\left( \exp(\mathrm{EY}) - 1 \right)}
\mathrm{ARI} =\frac{1}{-\log_e(1-AEP)}
\mathrm{AEP} = \frac{\exp(\frac{1}{\mathrm{ARI}}) - 1}{\exp(\frac{1}{\mathrm{ARI}})}

A key result is that we can’t use the simple relationship ARI = 1/AEP for frequent events.  So, for example, the 50% AEP event is not the same as the 2-year ARI event.

Example calculations

For an ARI of 5 years, what is the AEP:

\mathrm{AEP} = \frac{\exp(\frac{1}{\mathrm{5}}) - 1}{\exp(\frac{1}{\mathrm{5}})} = 0.1813

For an AEP of 50%, what is the ARI?

\mathrm{ARI} =\frac{1}{-\log_e(1-0.5)} = 1.443

R functions and example calculation available as a gist.

 

Highlights from ARR Book 7

Book 7 of Australian Rainfall and Runoff is titled Application of Catchment Modelling Systems.  It has been written by experienced people and there is some great information. A few, paraphrased, highlights follow.

  • Its often challenging to get good calibrations for all the available historical events and there may good reasons why.

Difficulties in calibrating a model to observed flood events of different magnitude should be taken as an indication of the changing role of processes.

In many cases a significant change occurs between floods that are mostly contained within the stream channel and floods in which floodplain storage plays an important role in the routing process.

If the model has only been calibrated to in-bank floods, confidence in its ability to represent larger floods will be lower.

  • Calibration needs to focus on what the model is to be used for, not just ensuring past events are well represented.

The focus of model calibration is not just to develop a model that is well calibrated to the available flood data.  Application of the model to the design requirements must be the primary focus.

It is often the case that calibration floods are relatively frequent while design applications require much rarer floods.  In this case, work in refining the model calibration to the frequent floods may not be justified.

Parameter values should account for the expected future design conditions, rather than an unrepresentative calibration event.

Calibration usually works with historic flood events while the design requirements are for probabilistic events.  The parameters calculated for the historic events may not be applicable to the design flood events.

  • On using all available data.

Even if the data is of poor quality or incomplete, it is important that the model calibration be at least consistent with the available information.

Even poor quality observations may be sufficient to apply a ‘common sense test’.

…at least ensure that model performance is consistent with minimal data [available]…

  • On inconsistent data

Effort should be concentrated on resolving the source of the inconsistency rather than pursing further calibration.

  • Dealing with poor calibration.

It is far more important to understand why a model may not be calibrating well at a particular location than to use unrealistic parameter values to ‘force’ the model to calibrate.

  • Don’t expect your model to provide a good fit to all data.

It is extremely unlikely that your simple model is perfectly representing the complex real world well, all your data has been collected without error, or is unaffected by local factors.

  • The appearance of great calibrations may mean:

The model has been overfitted to the data with unrealistic parameter values, or

Some of the data, that does not fit well, has been ignored or not presented.

  • Checking adopted parameters.

Calibration events should be re-run with adopted parameters and results should show at least reasonable performance for all of the calibration events.

  • Confirming model suitability for design events

Model performance, for design events, should be confirmed using Flood Frequency Analysis results, if available, or regional flood frequency information.

Book 7 also has worthwhile guidance on uncertainty analysis, model checking and reporting.

Flood frequency plots using ggplot

This post provides a recipe for making plots like the one below using ggplot2 in R.  Although it looks simple, there are a few tricky aspects:

  • Superscripts in y-axis labels
  • Probability scale on x-axis
  • Labelling points on the x-axis that are different to the plotted values i.e. we are plotting the normal quantile values but labelling them as percentages
  • Adding a title to the legend
  • Adding labels to the legend
  • Positioning the legend on the plot
  • Choosing colours for the lines
  • Using commas as a thousand separator.

FFA_plot

 

Code is available as a gist, which also shows how to:

  • Enter data using the tribble function, which is convenient for small data sets
  • Change the format of data to one observation per row using the tidyr::gather function.
  • Use a log scale on the y-axis
  • Plot a secondary axis showing the AEP as 1 in X years
  • Use the Probit transformation for the AEP values

Links for more information:

Climate change and flood investigations

One surprising finding from the review of the state of hydrologic practice in Victoria, is that climate change impacts on flooding are not being widely considered. Only half the studies reviewed (10 of 20), mention climate change.  Similar findings are reported in other work that shows some Victorian flood managers are not keeping up with their national and international colleagues in considering the additional flood risk predicted with a change in climate.

There is already evidence that rainfall intensity for short duration storms is increasing, which could lead to more frequent and larger flash floods.  This is a particular issue in towns and cities because small urban catchments are especially vulnerable.

In the corporate world, consideration of climate change is being taken seriously.   The recent Hutley opinion found that many climate change risks “would be regarded by a Court as being foreseeable at the present time” and that Australian company directors “who fail to consider ‘climate change risks’ now, could be found liable for breaching their duty of care and diligence in the future”.

The Task Force on Climate Related Financial Disclosures (TCFD), chaired by Michael Bloomberg, has recently released recommendations on how companies should report on climate change risks.  This includes the need to report on risks of “Increased severity of extreme weather events such as cyclones and floods” and “Changes in precipitation patterns and extreme weather variability”.

In the Australian flood scene, the latest Handbook 7Managing the floodplain: a guide to best practice in flood risk management in Australia – provides advice on assessing and reporting on climate change risk.  But the accompanying project brief template and guide, describe climate change aspects of a flood investigation as optional.  The latest version of Australian Rainfall and Runoff provides recommended approaches to assessing climate change impacts on flooding but recent research  argues these methods are too conservative.

On a positive note for Victoria, the Floodplain Management Strategy does encourage consideration of climate change (Policy 9A):

Flood studies prepared with government financial assistance will consider a range of floods of different probabilities, and the rarer flood events will be used to help determine the location’s sensitivity to climate change. Further climate change scenarios may be considered where this sensitivity is significant.

 

FloodedRetirmentHome

Figure 1: Flooding in Creswick 4 Aug 2010 (link to source)

Flood investigations lead on to decisions about land use zoning and design of mitigation works.  Are climate change risks to these measures foreseeable at the present time?  If so, then they should be considered and reported on.

Clearly this is an area where knowledge and ideas are changing rapidly. Practising hydrologists need to keep up with latest methods, and managers and boards of floodplain management authorities need to be aware of the latest thinking on governance, risk management, and disclosure.

ARR update from the FMA conference

There were several papers related to Australian Rainfall and Runoff at the FMA conference last week.  Once the papers become available on the FMA website, it would be worth checking, at least these three:

  • What Do Floodplain Managers Do Now That Australian Rainfall and Runoff Has Been Released? – Monique Retallick, WMAwater.
  • Australian Rainfall and Runoff: Case Study on Applying the New Guidelines -Isabelle Testoni, WMAwater.
  • Impact of Ensemble and Joint Probability Techniques on Design Flood Levels -David Stephens, Hydrology and Risk Consulting.

There was also a workshop session where software vendors and maintainers discussed how they were updating their products to become compliant with the new ARR.

A few highlights:

1. The ARR team are working on a single temporal pattern that can be used with hydrologic models to get a preliminary and rapid assessment of flood magnitudes for a given frequency. This means an ensemble or Monte Carlo approach won’t be necessary in all cases but is recommended for all but very approximate flood estimates.

2. The main software vendors presented on their efforts to incorporate ARR2016 data and procedures into models. This included: RORB, URBS, WBMN, RAFTS. Drains has also included functionality. All the models use similar approaches but speakers acknowledged further changes were likely as we learn more about the implications of ARR2016. The modelling of spatial rainfall patterns did not seem well advanced as most programs only accept a single pattern so don’t allow for the influence of AEP and duration.

3. WMA Water have developed a guide on how to use ARR2016 for flood studies. This has been done for the NSW Office of Environment and Heritage (OEH) and looks to be very useful as it includes several case studies. The guide is not yet publicly available but will be provided to the NFRAG committee so may released.

4. Hydrologists need to take care when selecting the hydrograph, from the ensemble of hydrographs, to use for hydraulic modelling. A peaked, low-volume hydrograph may end up being attenuated by hydraulic routing. We need to look at the peaks of the ensemble of hydrographs as well as their volumes. The selection of a single design hydrograph from an ensemble of hydrographs was seen as an area requiring further research.

5. Critical duration – The identification of a single critical duration is often much less obvious now we are using ensemble rainfall patterns. It seems that many durations produce similar flood magnitudes. The implications of this are not yet clear. Perhaps if the peaks are similar, we should consider hydrographs with more volume as they will be subject to less attenuation from further routing.

6. There was lots of discussion around whether we should use the mean or median of an ensemble of events.  The take away message was that in general we should be using the median of inputs and mean of outputs.

7. When determining the flood risk at many points is a large catchment, different points will have different critical durations. There was talk of “enveloping” the results. This is likely to be an envelope of means rather than extremes.

8. The probabilistic rational method, previously used for rural flood estimates in ungauged catchments, is no longer supported. The RFFE is now recommended.

9. The urban rational method will only be recommended for small catchments such as a “two lot subdivision”.

10. There was no update on when a complete draft of ARR Book 9 would be released.

11. Losses should be based on local data if there is any available. This includes estimating losses by calibration to a flood frequency curve. Only use data hub losses if there is no better information. In one case study that was presented, the initial loss was taken from the data hub and the continuing loss was determined by calibration to a flood frequency curve.

12. NSW will not be adopting the ARR2016 approach to the interaction of coastal and riverine flooding. Apparently their current approaches are better and have an allowance for entrance conditions that are not embedded in the ARR approach.

13. NSW will not be using ARR approaches to estimate the impacts of climate change on flooding. Instead they will use NARCLIM.

14. NSW have mapped the difference between the 1987 IFD and the 2016 IFD rainfalls and use this to assist in setting priorities for undertaking flood studies.

15. A case study was presented for a highly urbanized catchment in Woolloomooloo. There was quite an involved procedure to determine the critical duration for all points in the catchment and the temporal patterns that led to the critical cases. Results using all 10 patterns were mapped, gridded and averaged. I didn’t fully understand the approach as presented but there may be more information in the published version of Isabelle Testoni’s paper once it becomes available.

There is still much to learn about the new Australian Rainfall and Runoff and much to be decided.  The papers at the FMA conference were a big help in understanding how people are interpreting and responding to the new guideline.