Storm overflow register · Wessex Water

Dowlish Wake sewage works: storm overflow spills 2025

Dowlish Wake sewage treatment works, run by Wessex Water, has 2 monitored storm overflows discharging to Dowlish Brook. In 2025 they recorded 20 spills totalling 209 hours, against 21 spills and 137 hours in 2024. By hours spilling, it ranks 156 of 242 Wessex Water works, where 1 spilled longest.

Every spill in 2025

Each blue mark is one spill, placed by when it started and sized by how long it lasted. Hover over a mark for the date and duration.

JanFebMarAprMayJunJulAugSepOctNovDecDowlish Wake WwTW5 Jan 2025 09:16 GMT, 28.3 h6 Jan 2025 13:38 GMT, 6 min6 Jan 2025 13:48 GMT, 2 min6 Jan 2025 13:52 GMT, 6 min26 Jan 2025 04:20 GMT, 98 min26 Jan 2025 10:16 GMT, 28.5 h27 Jan 2025 14:46 GMT, 25.8 h28 Jan 2025 16:34 GMT, 4.5 h28 Jan 2025 21:28 GMT, 2 min28 Jan 2025 21:34 GMT, 24 min28 Jan 2025 22:00 GMT, 6 min24 Feb 2025 06:20 GMT, 88 min24 Feb 2025 07:50 GMT, 2.8 h24 Feb 2025 10:44 GMT, 4 min24 Feb 2025 10:52 GMT, 4 min24 Feb 2025 10:58 GMT, 4 min24 Feb 2025 11:04 GMT, 2 min26 Feb 2025 07:48 GMT, 3.5 h26 Feb 2025 11:20 GMT, 6 min26 Feb 2025 11:28 GMT, 6 min12 Nov 2025 05:10 GMT, 8.6 h12 Nov 2025 13:52 GMT, 10 min12 Nov 2025 14:03 GMT, 2 min1 Dec 2025 20:15 GMT, 16.4 h2 Dec 2025 12:44 GMT, 9.1 h2 Dec 2025 21:49 GMT, 24 min2 Dec 2025 22:16 GMT, 48 min2 Dec 2025 23:06 GMT, 4 min2 Dec 2025 23:12 GMT, 12 min2 Dec 2025 23:26 GMT, 8 min2 Dec 2025 23:37 GMT, 6 min2 Dec 2025 23:46 GMT, 8 min3 Dec 2025 00:00 GMT, 12 min3 Dec 2025 00:13 GMT, 2 min3 Dec 2025 00:18 GMT, 2 min3 Dec 2025 00:22 GMT, 10 min3 Dec 2025 00:36 GMT, 2 min3 Dec 2025 00:40 GMT, 2 min3 Dec 2025 00:44 GMT, 2 min3 Dec 2025 00:49 GMT, 4 min3 Dec 2025 00:56 GMT, 2 min3 Dec 2025 01:09 GMT, 2 min3 Dec 2025 01:25 GMT, 2 min3 Dec 2025 01:30 GMT, 2 min3 Dec 2025 01:36 GMT, 2 min3 Dec 2025 01:48 GMT, 2 min3 Dec 2025 02:08 GMT, 2 min3 Dec 2025 02:14 GMT, 4 min3 Dec 2025 02:51 GMT, 2 min3 Dec 2025 02:55 GMT, 2 min3 Dec 2025 03:06 GMT, 2 min3 Dec 2025 08:28 GMT, 4 min3 Dec 2025 08:35 GMT, 16 min3 Dec 2025 08:53 GMT, 8 min3 Dec 2025 09:04 GMT, 2.9 h3 Dec 2025 12:04 GMT, 2 min3 Dec 2025 12:22 GMT, 4 min4 Dec 2025 03:33 GMT, 11.9 h4 Dec 2025 15:29 GMT, 4 min4 Dec 2025 15:36 GMT, 2 min5 Dec 2025 17:26 GMT, 9.5 h6 Dec 2025 03:00 GMT, 12 min6 Dec 2025 03:20 GMT, 12 min9 Dec 2025 01:48 GMT, 22.6 h10 Dec 2025 00:26 GMT, 4 min10 Dec 2025 00:40 GMT, 2 min10 Dec 2025 00:44 GMT, 2 min16 Dec 2025 02:42 GMT, 10.1 h16 Dec 2025 12:56 GMT, 2 min18 Dec 2025 13:12 GMT, 14.1 h19 Dec 2025 03:20 GMT, 2 min19 Dec 2025 03:36 GMT, 4 min19 Dec 2025 03:42 GMT, 6 min19 Dec 2025 04:03 GMT, 4 minDowlish Wake WwTW11 Nov 2025 22:34 GMT, 76 min

Hours spilling by month, 2025

050100150Jan 2025: 89 hours spillingJanFeb 2025: 8.2 hours spillingFebMar 2025: 0.0 hours spillingMarApr 2025: 0.0 hours spillingAprMay 2025: 0.0 hours spillingMayJun 2025: 0.0 hours spillingJunJul 2025: 0.0 hours spillingJulAug 2025: 0.0 hours spillingAugSep 2025: 0.0 hours spillingSepOct 2025: 0.0 hours spillingOctNov 2025: 10 hours spillingNovDec 2025: 101 hours spillingDec
Hours, measured by the event duration monitor.

Longest single spills

Started (GMT)OverflowDuration
26 Jan 2025, 10:16Dowlish Wake WwTW1.2 days
5 Jan 2025, 09:16Dowlish Wake WwTW1.2 days
27 Jan 2025, 14:46Dowlish Wake WwTW1.1 days
9 Dec 2025, 01:48Dowlish Wake WwTW22.6 h
1 Dec 2025, 20:15Dowlish Wake WwTW16.4 h

Estimated 2025 spill volume and pollution

Estimate, not a measurement. Monitors record how long an overflow spills, not how much. This calculator back-calculates a spill rate from the size of the works, using the Environment Agency's permit formulae, and multiplies it by published storm-sewage concentrations. How it works.

This works serves fewer than 2,000 people, or was not matched to a UWWTD report, so its size is not published. The population equivalent above is a placeholder of 1,000. Enter the population served if you know it.

Volume, central estimate3,576 m³range 1,424 – 8,978 m³
In litres3.6 millionrange 1.4 million – 9.0 million L
Olympic swimming pools1.4at 2,500 m³ each
Organic load, as people's raw sewage5,364person-days of untreated BOD

Assumed spill rate while spilling: 1.9 – 11.9 L/s (central 4.8 L/s), from a dry-weather flow of 1.9 L/s.

Pollutant releasedLowCentralHighConcentration used (low / typical / high)
BOD₅ (organic load) 57 kg322 kg1,796 kg 40 / 90 / 200 mg/L
Low/high: Europe range, Ellis & Jenkins 2005; typical: UK, Ellis & Jenkins 2005 (both via botturi)
Suspended solids 150 kg1,520 kg6,473 kg 105 / 425 / 721 mg/L
Low/high: Europe range; typical: UK, Ellis & Jenkins 2005 (via botturi)
Ammonium-N 2.7 kg23 kg83 kg 1.9 / 6.3 / 9.3 mg/L
Low: Germany, Brombach 2005; typical/high: Paris range 3.3–9.3 midpoint and top, Gasperi 2012 (via botturi); no UK value found
Total phosphorus 1.7 kg9.3 kg48 kg 1.2 / 2.6 / 5.4 mg/L
Low/high: Paris, Gasperi 2012; typical: Slovakia (via botturi). UK figure of 10 mg/L treated as an outlier
E. coli 142.4 billion organisms3.6 trillion organisms89.8 trillion organisms 10,000 / 100,000 / 1.0 million per 100 mL
Median range at CSO and retention-tank outlets, Stott et al. 2018 (via botturi); typical = log midpoint

Low combines the low spill rate with low concentrations, and high combines high with high, so the true figure is very likely inside the range. Long spills become more diluted as they go on, so the central figure tends to overstate the load of long events. The calculator does not estimate the effect on the receiving water, which depends on river flow or tide at the time of the spill.

Dowlish Wake WwTW

Storm tank at sewage works · discharges to Dowlish Brook

Spills 2025
19 (207 hours) · down 5% on 2024
Spills 2024
20 (134 hours)
Long-term average
21.6 spills a year (monitored since 2019)
Monitor uptime
96% of the year
Investigation
No investigation activity in reporting period
Improvement
No improvement action in reporting period
WFD catchment
Dowlish Brook (GB108052015170)
Outlet location
ST3724013020 (OS grid reference) · View on Apple Maps
EA ID / permit
WXW00378 · 072317 · company name: DOWLISH WAKE KINGSTON STORM TANK

Dowlish Wake WwTW

Inlet overflow at sewage works · discharges to Dowlish Brook

Spills 2025
1 (1.3 hours) · no change on 2024
Spills 2024
1 (3.0 hours)
Long-term average
8.4 spills a year (monitored since 2019)
Monitor uptime
100% of the year
Investigation
No investigation activity in reporting period
Improvement
No improvement action in reporting period
WFD catchment
Dowlish Brook (GB108052015170)
Outlet location
ST3724013020 (OS grid reference) · View on Apple Maps
EA ID / permit
WXW00377 · 072317 · company name: DOWLISH WAKE KINGSTON INLET

How the estimate works

  1. Dry-weather flow (DWF) = population × water use per person × (1 + infiltration). Water use is 136.5 L per person per day, England's per-capita consumption for 2024–25 [EA]. Infiltration of groundwater into sewers is taken as 0–40% of that flow [Escritt, via HBF]. The Environment Agency defines DWF as PG + I + E [EA].
  2. Population. The size of each works comes from the load entering it as reported under the Urban Waste Water Treatment Directive, in population equivalents (1 p.e. = 60 g of BOD a day) [UWWTD]. We treat population equivalent as population. That overstates flow where trade effluent adds load, and no official source links the two. Works serving fewer than 2,000 p.e. are not reported, so their size has to be entered by hand.
  3. Low spill rate = DWF. This is the method used by Giakoumis & Voulvoulis (2026), which they note likely underestimates storm loads [G&V].
  4. High spill rate = Formula A − flow to full treatment = (DWF + 1360P) − 3DWF. This is the largest flow the permit expects the storm tanks to handle before it passes on to treatment or overflows [EA]. The central rate is the geometric mean of the low and high rates.
  5. Volume = spill rate × hours spilling, with hours taken from the event duration monitor.
  6. Pollution = volume × published storm-sewage concentrations [Botturi et al.] [US EPA]. Organic load is also shown as person-days of untreated sewage at 60 g of BOD per person per day [UWWTD].

What this cannot tell you. It gives no real flow for any single spill, and no effect on the river or sea, which depends on the flow, tide and the other pressures on the water at the time. It gives no figure for spills from overflows on the sewer network, which serve catchments of unknown size. It is a way to put hours into rough physical terms, not a substitute for flow monitoring.

Sources

  1. EA: Water companies – environmental permits for storm overflows and emergency overflows
  2. EA: Water resources 2024 to 2025 – per capita consumption
  3. HBF: Foul sewer design – historic conventions (citing Escritt 1984 on infiltration)
  4. Giakoumis & Voulvoulis (2026), Environ. Sci.: Water Res. Technol., doi:10.1039/D5EW00860C
  5. Botturi et al. (2021), Crit. Rev. Environ. Sci. Technol. 51:1585 – CSO quality review, Table 2
  6. US EPA (2004) Report to Congress on CSOs and SSOs, chapter 4
  7. Urban Waste Water Treatment Directive, Article 2(6): 1 p.e. = 60 g BOD5/day
  8. Olympic-size swimming pool: 2,500 m³ at the nominal 2 m depth

← All Wessex Water works · Contains Environment Agency data licensed under the Open Government Licence v3.0. Spill start and stop times: © Environment Agency copyright and/or database right 2026. All rights reserved. They are water-company data and have not been verified by the Environment Agency. Works size: EEA Waterbase UWWTD. How to read the data.