Each panel shows the modelled CO₂ concentration at 0.5 m above ground level (typical breathing height) overlaid on the OpenStreetMap basemap of the local area. Colour scale is logarithmic from 5,000 ppm to 300,000 ppm. The blue star marks the assumed release point. Title states the simulation time, peak concentration in the frame, and the modelling assumption set used.
For each location, two animations are presented (v1 and v2) bracketing the realistic operator design envelope — see §3 below for the details of the difference.
v1 — 4 km ESDV, instantaneous valve closure (1.9 kt source)
⬇ Download v1 MP4v2 — 5 km ESDV, 90 s detection + 30 s closure (4.1 kt source)
⬇ Download v2 MP4v1 — 4 km ESDV, instantaneous valve closure (1.9 kt source)
⬇ Download v1 MP4v2 — 5 km ESDV, 90 s detection + 30 s closure (4.1 kt source)
⬇ Download v2 MP4v1 — 4 km ESDV, instantaneous valve closure (1.9 kt source)
⬇ Download v1 MP4v2 — 5 km ESDV, 90 s detection + 30 s closure (4.1 kt source)
⬇ Download v2 MP4The dispersion chain comprises three sequential physics modules, each calibrated against published reference data and large-scale field experiments where available:
Each stage is independently calibrated; the integrated chain has been benchmarked against Spadeadam test data for the blowdown trajectory and against laboratory and field dense-gas experiments for the dispersion stage.
Two engineering assumption sets — a baseline (v1) and a more realistic operating envelope (v2) — were run for each location to bracket the uncertainty in operator design parameters that have not yet been publicly disclosed:
| Assumption | v1 (baseline) | v2 (realistic operating envelope) |
|---|---|---|
| ESDV block-valve spacing | 4 km up- and downstream (8 km isolated section) | 5 km up- and downstream (10 km isolated section) |
| ESDV detection time | 0 s (instantaneous) | 90 s (typical SCADA + leak-detection delay) |
| ESDV valve closure time | 0 s (instantaneous) | 30 s (typical valve travel time) |
| Total inventory released | ~1.9 kt CO₂ | ~4.1 kt CO₂ |
| Peak orifice mass flux | 13,000 kg/s | 18,300 kg/s |
| Blowdown duration | ~10 minutes | ~19 minutes |
The v2 assumptions reflect typical industry practice for high-pressure CO₂ pipelines in densely populated corridors (DNV/IGEM/GASNOVA joint guidance, 2021) and the operating realities of SCADA leak detection plus electric actuator valve travel. The factor-2 difference in total released mass between v1 and v2 is the single largest source of consequence-modelling uncertainty prior to formal Development Consent Order disclosure of the operator's design.
Spadeadam (Cumbria) is the UK's national large-scale gas safety test facility, operated by DNV on behalf of HSE, industry and academic research programmes. Two consecutive joint-industry programmes have established the empirical reference dataset for dense-phase CO₂ release behaviour:
The blowdown model used here was independently validated against the Spadeadam-derived discharge bands at five pressure conditions (40, 60, 80, 100 and 90 bar): peak ṁ, decay envelope and total inventory release matched the reported bands within experimental scatter for all five cases.
The Stage 1 blowdown model treats the inventory between the two ESDVs as a single lumped control volume, integrating mass and energy conservation forward in time as gas escapes through the rupture orifice. Real-gas thermodynamics throughout the depressurisation are obtained from CoolProp's implementation of the Span & Wagner reference EOS, with the homogeneous equilibrium model (HEM) and Wood's sound speed used at the choked orifice to capture two-phase flow as the pipe pressure crosses the saturation curve.
For the scenarios presented here:
| Parameter | Value | Source / basis |
|---|---|---|
| Pipe outer diameter | 610 mm (DN600 / 24″) | Industry standard for high-pressure CCS pipelines |
| Wall thickness | 14 mm (X65 grade) | Industry standard for high-pressure CO₂ |
| Operating pressure | 90 bar | Inland-section dense-phase transport |
| Pipe temperature | 10 °C | Buried-pipeline equilibrium |
| Composition | Pure CO₂ | Conservative assumption pending impurity-stream disclosure |
| Rupture geometry | Full-bore guillotine (Cd = 0.84) | Conservative worst-case |
| ESDV spacing | 4 km (v1) / 5 km (v2) | see §3 above |
| ESDV response time | 0 s (v1) / 90 s detection + 30 s closure (v2) | see §3 above |
TWODEE-2 is the open-source shallow-layer Eulerian dense-gas dispersion code developed at HSL (HSE's research laboratory) by Hankin & Britter (1999) and subsequently re-engineered and released by INGV (Folch et al. 2009). The shallow-layer formulation correctly captures the dominant physics for ground- hugging dense gas — gravity slumping, terrain channelling, surface friction and entrainment — at a small fraction of the computational cost of full three-dimensional CFD.
| Input | Source | Resolution |
|---|---|---|
| Topography (DTM) | Environment Agency LIDAR Composite, 1 m digital terrain model | 1 m → 10 m for runs |
| Buildings (DSM substitution) | EA LIDAR Composite 1 m DSM, substituted at LAS class-6 (building) cells | 1 m |
| Surface roughness z₀ | EA National LIDAR Programme point cloud (LAZ), classified per cell using a Lettau-style geometric formula (h_eff × √f_cov) with Davenport-Wieringa class clamping | 10 m, 826 M+ LAS points |
| Meteorology (T, P, wind) | WRF 4.7.1 single-column extraction at the release latitude/longitude | 2 km parent → column |
| Source term ṁ(t) | Stage 1 blowdown trajectory, binned to a time-varying area source | 10 m × 10 m source cells |
The animations above use 10 m horizontal grid spacing across each domain. At this resolution individual streets and buildings are resolved, gravity slumping along valleys is captured, and the LIDAR-derived roughness field correctly represents Davenport class 7–8 (UK market-town) fabric in the population centres.
Three population centres along or near the proposed pipeline route were modelled at 10 m resolution: Macclesfield (8 × 8 km asymmetric domain with 1 km of footprint to the west and 7 km to the east of the release point, to capture the eastward westerly wind drift), Whaley Bridge (7 × 7 km symmetric), and Disley (7 × 7 km symmetric). Each run spans 3 hours of simulation with 30-second output cadence and uses a 50 m × 50 m source footprint at the release point.
Wind conditions were chosen to push the cloud toward each town centre under realistic but stress-test directions (light westerly through Macclesfield; light northerly through Whaley Bridge; light westerly through Disley village).
A wider Wirral peninsula domain (18 × 18 km centred on the proposed export terminal area, modelling the higher-pressure 140 bar export-end blowdown) is currently being prepared and will be added to this page once complete. A formal Monte Carlo over the joint wind-direction × wind-speed × stability × release-point distribution (~50,000 runs at 30 × 30 km, 50 m, 2-hour sims) is planned as the next phase, to produce probabilistic individual and societal risk contours at regulator-grade resolution.