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Technical Insight4 min readDouglas Swinbanks

Hydraulic Modelling – 3 Key Differences between Scotland and England

Hydraulic modelling to inform a flood risk assessment is often required when the available flood maps indicate that a site may be at risk of flooding, or if your proposed development has a chance of increasing flood risk downstream. When it comes to modelling, England and Scotland generally follow similar best practice guidance. However, here are 3 notable differences encountered when it comes to obtaining modelling data and modelling practices in comparison.
Hydraulic Modelling – 3 Key Differences between Scotland and England
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1. Importance of Topographical Survey

Light Detection and Ranging (LIDAR) elevation data is extremely useful for understanding existing topographical levels of your site and the surrounding landform – and is utilised often as key input data for hydraulic modelling.

The Environment Agencies’ LiDAR coverage spans the entire country – and is one of the most comprehensive elevation datasets available for England. The resolution of the Environment Agency’s LiDAR data varies depending on the survey and purpose, but it is typically provided at 0.25 m, 0.5 m, 1 m, and 2 m resolutions.

In Scotland, whilst the public LiDAR dataset is growing, it still doesn’t have complete nation-wide coverage. Some remote or rural areas may have older or lower-density LiDAR, or none at all! Most of the freely available LiDAR coverage is located within Scotland’s central belt and southern regions, with approximately 70-75% of the country having no public LiDAR coverage.

This means that for developments located in rural / upland regions of Scotland, it is even more important to obtain topographical surveys to understand existing levels on site and the geometry of key watercourses which are to be subject to hydraulic modelling.

DataEnglandScotlandKey Takeaway
LiDAR availabilityNear-nationwide coverage from Environment AgencyPartial public coverage (strongest in Central Belt & south; limited in rural/upland areas)Scotland often requires site surveys
Typical resolution0.25m, 0.5m, 1m, 2mVariable; patchy and often lower resolution in remote regionsExpect more uncertainty in rural Scotland
Need for topographic surveyHelpful but not always essentialOften essential, especially upland sitesBudget early for surveys in Scotland

2. Blockage Justification

Hydraulic modelling to estimate the Flood Risk Area is generally required for most developments that are potentially as risk of flooding or have the potential to increase flood risk elsewhere in Scotland. As per SEPA’s definition, the flood risk area is defined as the 1 in 200 year plus climate change, plus blockage peak flood extents.

But which structure should be subject to blockage? And what blockage ratio should be used for modelling purposes.

This decision rests with the modeller. SEPA and the Local Authority would expect a considered assessment to understand which structure should be subject to blockage (it can, in some instances, require multiple structures). Additionally, when determining what blockage ratio to utilise, the following must be considered:

  • The size of the structure in relation to the watercourse
  • Type of blockage and its potential impact
  • The conditions upstream of the structure – e.g what level of vegetation is situated within proximity of the site
  • The land-use practices in the vicinity of the structure– any practices that may lead to debris or materials in the watercourse
  • Any anecdotal evidence available from the local authority to suggest a history of maintenance issues related to the watercourse

Justification on both the choice modelled blocked structure and blockage ratio must be presented clearly within the detailed FRA to accompany the planning application.

When comparing to similar sites in England, this isn’t a blanket requirement for all developments to define the functional flood plain, but may be required at more significant or sensitive sites. It is often still tested by the modeller as part of model proving

Blockage ElementEnglandScotlandKey Takeaway
Blockage modellingOften applied for sensitive sitesRequired as standard for 1 in 200 + CC + blockage extentScotland requires proactive blockage testing
ResponsibilityEA may requestModeller must justify structure & blockage ratioStronger expectation for justification in Scotland
Functional floodplainCase-by-caseStandard for planningExpect extra work in Scotland

3. SEPA FRA Checklist

And finally, all Flood Risk Assessments must be accompanied by SEPA’s FRA checklist which can be found online. SEPA uses the FRA checklist to make sure every submission they review contains the minimum required information, and assists SEPA to point them to the relevant report sections, summarises all technical parameters at a glance (including the selected modelling methodology and software), peak derived flows and levels and details with regards to sensitivity testing, and reduces back-and-forth correspondence.

Trash screen on a culvert inlet
Trash screen on a culvert inlet
Watercourse passing under a railway bridge
Watercourse passing under a railway bridge
Modelled flood depths shown over a ground elevation map
Modelled flood depths shown over a ground elevation map

Talk to Scotland’s flood risk and hydraulic modelling experts

Hydraulic modelling and flood risk assessment in Scotland come with unique challenges compared to England, from patchy LiDAR coverage and the need for detailed topographical surveys to the proactive justification of blockage structures in modelled flood extents. At Aegaea, we specialise in navigating these complexities, ensuring that every FRA we deliver meets SEPA’s rigorous requirements while providing reliable, actionable insights for your development. Our team’s experience across Scotland means we can anticipate potential issues, streamline approvals, and support your project from concept to consent.

If you’re planning a development in Scotland and need expert hydraulic modelling or a detailed FRA, get in touch with our team today to ensure your project stays on track.

Written and reviewed by

Douglas Swinbanks

Principal Flood Risk and Drainage Engineer, Scotland · MEng (Hons) MCIWEM

I am a Member of the Chartered Institution of Water and Environmental Management (CIWEM), a Principal Flood Risk Engineer and Hydrologist based in Edinburgh, and I lead Aegaea's Scotland branch.

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