QGIS ReFH2 to TUFLOW: Difference between revisions
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=Introduction=
Originally published in 1999, and subject to continuous development, the Flood Estimation Handbook (FEH) comprises the standard methods for estimating flood frequency in the UK. The rainfall-runoff model is one of two core handbook methods. In 2015, the Centre of Ecology and Hydrology (CEH) and Wallingford Hydro Solutions (http://www.hydrosolutions.co.uk) released a new version of the Revitalised Flood Hydrograph rainfall-runoff model (ReFH2) which allows users to generate design flows and hydrographs from given rainfall events for both catchment and development sites. ReFH2 is a rainfall-runoff model that takes inputs from the
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=FEH
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==ReFH2 Licensing==
In order to use the tool, ReFH2 Version 2.27059.19021 or later, must be installed on the local machine which can be downloaded from the following link (https://www.hydrosolutions.co.uk/software/refh-2/refh2_download/). The ReFH2 software requires the relevant local licence
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===Location===
The first section is where the XML files from the FEH2013 website are loaded into the tool. Both point descriptors and catchment descriptors are supported. The user can then specify whether the location is in England/Wales/Northern Ireland or in Scotland. The ReFH2 software includes Scotland specific algorithms to estimate model parameters from catchment descriptors. More information can be found in the ReFH2 Technical Report. If using the ReFH2.3 engine, the ReFH2.3+ descriptors which contain the BFIHOST19 value should be used. The ReFH2.3+ descriptors were added to the FEH Web Service in November 2019. If the BFIHOST19 parameter is omitted, the 'legacy' 2.2 ReFH2 model used will
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[[File:ReFH2 Location.png|400px]]<br>
When using Catchment Descriptors, the area value from the XML file will be used. For Point Descriptors, there is no area value within the XML file, so the user is prompted to provide an area in km<sup>2</sup>. This can be user specified or can be taken from a GIS polygon specified in a later section. If specifying an urban area, also in km<sup>2</sup>, this is used with Catchment Descriptors for Urban Outputs only. For point descriptors, the urban area is used for both Rural and Urban outputs. The urban area represents the mapped urbanised area within the catchment.
The user can also specify a user-defined Areal Reduction Factor which will override the calculated value by the ReFH2 software. If no value is supplied, the ARF calculated by the ReFH2 software will be used.
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===Event Selection===
Once the relevant location specific data has been input, then the user should first pick the ReFH2 model that they would like to use. The 'legacy' 2.2 and newer 2.3 ReFH2 models are available. In order to use the ReFH2.3 model ReFH2.3+ descriptor files, containing a new BFIHOST19 parameter, are required. If ReFH2.2 parameters are used with the ReFH2.3 engine, an error message will be flagged. The latest Catchment Descriptors contain information for the 2022 DDF model as well as the 2013 DDF model. The 2022 DDF model is recommended by CEH. However, the 2022 DDF parameters cannot be used with the legacy 2.2 ReFH2 model. Both 2013 and 2022 DDF parameters can be used with the 2.3 ReFH2 model by specifying the desired option in the FEH Rainfall model section. The default options are to use the 2022 DDF model witht he 2.3 ReFH2 model.
Once the ReFH2 engine version is selected, the user is then required to pick the events that they are interested in. The user can select from a number of pre-determined return periods or specify their own. All return period boundary conditions will be output in a single csv file for use as a TUFLOW boundary condition.
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[[File:ReFH2 Event Selection 25 09 2023.png|
The user can also specify a duration and a timestep. If no duration is specified, then the ReFH2 to TUFLOW tool will use the recommended duration determined by the ReFH2 software. The recommended duration is a function of the time to peak parameter (Tp) and the catchment average annual rainfall (SAAR). Once the duration is specified, an appropriate timestep is required that meets the requirement that the duration must be an odd multiple of the timestep. Table 1 below shows some common timesteps for some common durations. Where possible it is recommended a timestep between 10% and 20% of the duration should be used.
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The event name will be that which will need be specified in the batch file when using TUFLOW event files.
Finally, if the option to ‘Output to TUFLOW’ GIS is selected, then a GIS file in the correct TUFLOW boundary format containing the point, line or region will be created.
These files can then be merged together by the user where multiple boundary conditions are required in the model domain
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