The FEH Methods

Originally published in 1999, and subject to continuous development, the Flood Estimation Handbook (FEH) comprises the standard methods for estimating flood frequency. There are two core handbook methods:

  • the statistical method for estimating flood frequency curves implemented through WINFAP 4; and
  • the event-based rainfall runoff method for estimating hydrographs for floods of a specified frequency and hence flood frequency curves implemented through ReFH 2.

The Revitalised Flood Hydrograph rainfall-runoff method version 2 (ReFH2) is the current FEH rainfall-runoff model and is the subject of this guidance. Guidance on choice of method for flood frequency estimation is given in Volume 1 of the FEH, with additional guidance published by government agencies with statutory responsibility for the management of flood risk.

ReFH2

The first version of ReFH was first published in 2005 by Kjeldsen et al as a replacement for the original FEH rainfall-runoff method (Houghton-Carr, 1999), the FSR/FEH rainfall-runoff method. The methods are the subject of continuous improvement and the most up-to-date implementation of the methods is though the ReFH2 software. The ReFH2 Model is comprised of a rural catchment model component and an urban catchment model.

The most common application of the ReFH2 software is the Design Application. Within this design application an estimate of a rainfall depth over a specified duration and frequency is used within ReFH2 to estimate the flood hydrograph corresponding to that duration and frequency. In this application the software is used in conjunction with a Depth-Duration-Frequency (DDF) design rainfall model and a corresponding set of design initial conditions. This design application can be applied to river catchments to inform fluvial flood risk or at the scale of a site to inform pluvial flood risk and drainage design.

A second application of ReFH2 is the Observed Event Application. In this application the software is used to estimate the flood hydrograph, and hence peak flow corresponding to an observed rainfall event. This estimate of peak flow can then be used with a flood frequency curve derived from the design application to estimate the frequency (rarity) of the flood corresponding to that observed event. The initial catchment conditions prior to the start of the observed rainfall event are estimated using a daily soil moisture accounting procedure instead of using the design initial conditions. This application can also be used in conjunction with a semi-distributed hydrologic/hydraulic model to estimate inundation depths during specific events. This approach is often adopted for evaluating the appropriateness of such models for flood risk mapping.

To use ReFH2 you will need to have access to the FEH catchment descriptors describing the climate, drainage characteristics and soils for your catchment or parcel of land together with the DDF rainfall model data for your application. These are available for purchase and download from the Centre for Ecology and Hydrology’s FEH Web Service. The FEH Web Service is an online GIS based data management and retrieval tool that enables the user to select the point or catchment of interest interest and export the relevant ReFH (xml) input file.

The ReFH2 model structure

The ReFH2 model structure in catchment applications is comprised of a rural model compartment and an urban model compartment. Only the urban component utilised in drainage design applications.

This technical guide presents the basic principles of the model structure. A full description of the rural model component is provided in Chapter 2 of the FEH supplementary report No1 (Kjeldsen, 2007) which describes the original ReFH method (noting that the other chapters have been largely superseded). The development of the original urban model structure is described by Kjeldsen, et al (2013).