8 Dec 2015 – Flike is no longer available over the web. BMT WBM have released a version of Flike that can be downloaded following the payment of a licence fee.
See this blog for information on tutorials for this version of flike.
Outdated tutorial on the web version of Flike…
Since 2006, the National Committee on Water Engineering have recommended the use of Flike software for flood frequency analysis. Details are in the new draft Chapter 2, Book 3 of Australian Rainfall and Runoff.
There are plans for a commercial release of the software soon but until that is released a free web-version available at:
The following steps are a guide to using this web version. Only try this if you are using Windows.
1. Browse to the Flike website and click on the ‘Use Flike’ tab.
The screen is shown in Figure 1. I’ve highlighted two items in red boxes. Create a folder and then click on ‘CLICK HERE’ to download the two executables into that folder – Flike_Preproc.exe and Flike_postproc.exe.
2. Create a csv file with annual flood data
Use excel or a text editor to make a csv file that specifies the annual flood values for the site you are interested in. Put year in column 1 and flow in column 2. Don’t include headers for the columns.
An example of a few values for the Tyers River at Browns (226007) is shown below. Save this file with a csv extension e.g. Tyers@Browns.csv. Although I’ve put headers in this table, ‘Year’ and ‘Peak flow (cumec)’, don’t include them in your .csv file. An example file is shown here.
Note that you can set the file up in other ways, for example with headings, but that requires you to change the defaults when the data is read in. See section 3.7 below for the ‘Import gauged values’ dialogue.
|Year||Peak flow (cumec)|
3. Pre-process your data
3.1 Run Flike_Preproc.exe.
3.2 Click File/New (Figure 2)
3.3 Browse to a folder and enter the name of a file e.g. Tyers-test.fld (Figure 3) and click Open
3.4 Click Yes to ‘Create this file’
3.5 Complete the TUFLOW FLIKE Editor dialog
A new dialogue will appear; the TUFLOW FLIKE Editor. In the ‘General’ tab, add a Title e.g. ‘Tyers River at Browns’. Look at the other options but leave them at their defaults for now. If you don’t understand the various options, read the draft ARR flood frequency chapter.
3.6 Add the flood flows
Click on the ‘Gauged Flows’ tab and then click on Import (Figure 6)
3.7 Import flow from the csv file
Browse to the csv file you made in step 2. Have a look at the various options in the dialog but leave everything at its default (Figure 7). Click View to confirm you have the correct file in the correct format, then Click OK to import the annual flood data.
3.8 Confirm the data are as expected
A new dialog will appear. Check that the data has been imported as you expected (Figure 8). Click Rank, then select the ‘Descending flow’ radio button. Make sure the largest floods are correct as they are highly influential for flood frequency analysis. When you are satisfied with the data are as expected, Click OK.
3.9 Save and finalise the file
Save and Finalise as shown in Figures 9 and 10. You need to complete both these steps in order.
An example of a ‘.fld’ file is available here.
4. Run “Engine on the website”
4.1 Return to the Flike website and the ‘Use Flike’ tab.
4.2 Click ‘Choose File’ and browse to the file you made with the pre-processor (step 3) (see Figure 11).
4.3 Click ‘Run Engine’
After you run the engine, Flike will make an output file that looks something like the one below (Figure 12). (The complete file is here). Note that the file name ends in ‘_out.txt’. Save this with the ‘.fld’ file you made with the pre-processor.
The output file contains all the results. We can now post-process the file to prepare a flood frequency plot.
5. Post-process the Flike output
5.1 Run the post-processor you downloaded previously – Flike_postproc.exe.
5.2 Click ‘Open and plot’ (Figure 13) and then you will need to browse to the files you made previously. First the ‘ .fld’ file then the ‘_out.txt’ file (Figure 14 and 15)
5.4 Click OK and your flood frequency graph will be plotted. An example is shown in Figure 16.
So what is the value of the 1% (100-year ARI) flood? Its difficult to determine from the graph but we can see that it is between 102.265 and 102.633 i.e. between 184 and 429 m3/s. Go back to the ‘_out.txt’ file, scroll down, and you’ll see the results (Figure 17). The value we need is the 100-year recurrence interval, expected parameter quantile which is estimated to be 244.78 m3/s with 5% and 95% confidence limits of 167.94 and 429.4 m3/s.
Those are the basic options. Flike has many advanced features including the ability to select different probability models and use censored values.
Check this blog for suggestions on how to make a nicer looking frequency plot.