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GARD Response to Thames Water's Draft Fine Screening Report On GARD response to Thames Water’s draft Fine Screening Report on WRMP19 Resource Options 31st October 2016 Group Against Reservoir Development www.abingdonreservoir.org.uk GARD response to Thames Water’s report on fine screening of options Contents Summary ...................................................................................................................................................... 1 1. Introduction .................................................................................................................................... 4 1.1 Aim of GARD’s response ............................................................................................................. 4 1.2 Use of GARD’s simulation model ................................................................................................ 4 2. Demand management options ....................................................................................................... 5 2.1 Metering ...................................................................................................................................... 5 2.2 Leakage reduction ....................................................................................................................... 6 3. Effluent reuse, direct river abstraction and desalination options .................................................. 7 3.1 Effluent reuse .............................................................................................................................. 7 3.2 Direct river abstraction ............................................................................................................... 7 3.3 Desalination ................................................................................................................................ 8 4. Raw water transfer options ............................................................................................................ 9 4.1 Unsupported Severn-Thames transfer........................................................................................ 9 4.2 The TW proposed option – STT supported by Vyrnwy and Severn Trent sources ................... 13 4.3 STT supported only by Vyrnwy ................................................................................................. 16 4.4 STT supported only by Severn Trent ......................................................................................... 18 4.5 STT supported by both Vyrnwy and Minworth/Draycote/Mythe ............................................ 19 4.6 Upper limit to transfer capacity ................................................................................................ 21 4.7 Cotswold canal transfer option ................................................................................................. 21 4.8 Environmental impact of transfers ........................................................................................... 21 5. Reservoir options ................................................................................................................................... 23 5.1 Choice of reservoir site .................................................................................................................... 23 5.2 Size of scheme and potential for phasing ................................................................................. 24 5.3 Deployable output of reservoir options .................................................................................... 24 5.4 Assessment of fine screening criteria ....................................................................................... 25 6. Resilience to severe droughts and climate change ....................................................................... 26 6.1 Thames Water’s assessment of resilience ................................................................................ 26 6.2 GARD’s methodology for assessing resilience to climate change and drought ........................ 30 6.3 Resilience against climate change............................................................................................. 31 6.4 Resilience against droughts longer than historic ...................................................................... 31 6.5 Resilience against climate change and droughts worse than historic ...................................... 35 6.6 GARD’s conclusions on resilience to climate change and severe droughts .............................. 35 7. TW’s future work programme ...................................................................................................... 37 Appendix A – GARD’s simulation model ................................................................................................ 38 Figures Figure 1 - Operation of the unsupported 300 Ml/d Severn-Thames transfer in droughts ................................ 10 Figure 2 - Comparison of speed of drought recovery in the Thames and Severn ............................................. 12 Figure 3 - Operation of TW's proposed STT supported by Vyrnwy and Severn Trent ....................................... 14 Figure 4 - Operation of 400 Ml/d STT with 180 Ml/d Vyrnwy, 247 Ml/d DO for Thames Water ...................... 17 Figure 5 - Operation of 400 Ml/d STT with 103 Ml/d from Severn Trent, 238 Ml/d DO for TW ....................... 19 Figure 6 - Operation of 500 Ml/d STT 308 Ml/d support, 357 Ml/d DO for TW ................................................ 20 Figure 7 - GARD's modelling of London storage 1920 -2008 with 300 Ml/d USTT & 152 Ml/d DO ................... 28 Figure 8 - Operation of Upper Thames Reservoir if the 1933/34 drought extends into 1935 .......................... 32 Figure 9 - Comparison of option performance in extended droughts ............................................................... 33 Tables Table 1 - Sources of raw water for 300 Ml/d USTT in critical droughts ............................................................. 11 Table 2 - Sources of raw water in droughts for TW’s supported 300 Ml/d STT option ..................................... 15 Table 3 - Performance of "Vyrnwy only" support options ................................................................................. 16 Table 4 – Performance of “Severn Trent only” support options ....................................................................... 18 Table 5 - Effect of increasing transfer capacity on combined Vyrnwy & SvT option ......................................... 20 Table 6 - Comparison of Thames Water and GARD DO estimates for Abingdon reservoir ............................... 25 Table 7 - Impact of climate change on option types .......................................................................................... 31 Table 8 - Loss of deployable output (Ml/d) if options are designed for extended droughts ............................. 34 Table 9 - Resilience to climate change and extended droughts (Ml/d) ............................................................. 35 Table 10 – Variation of DO with various climate change and drought scenarios (Ml/d) ................................... 35 Summary Key points: 1. We propose that the following additional options should be retained: • The 300 Ml/d unsupported Severn-Thames transfer • The 190 Ml/d Crossness reuse scheme • The 150 Ml/d Lower Lee direct abstraction • The Marsh Gibbon and Chinnor reservoir sites 2. The deployable output of supported Severn-Thames transfer options has been underestimated and the S-T transfer capacity should be increased to 400 Ml/d if supported by Vyrnwy or Severn Trent alone, or 500 Ml/d if supported by both 3. There should be more ambitious targets for meter penetration and demand savings 4. The deployable output of Upper Thames Reservoir options should be reduced by about 33% to allow for extended droughts 5. The number of reservoir options should be reduced, with no phased options 6. The weakness of hydrological evidence in the feasibility reports should be rectified as a matter of urgency in the next stage of investigation 7. All options should be subject to rigorous and transparent analysis of resilience to climate change and severe droughts Demand management, effluent reuse, direct river abstraction and desalination The fundamental problem for water supplies in London and the South-East is lack of water – the Thames is already heavily exploited. Therefore, we welcome Thames Water’s focus on options that are not dependent on the availability of flows in the Thames – demand management, effluent reuse and desalination. We broadly support the screening decisions on these options, but we consider that the Crossness reuse scheme and the Lower Lee direct river abstraction should both be retained for the next stage of investigation. The need for more hydrological analysis In view of the shortage of water in the South-East, we support Water UK’s work on climate change and resilience. We think that hydrological analysis of water availability is fundamental to options that depend on it – the Upper Thames Reservoir and inter-regional transfers. Therefore, we consider that the complete absence of hydrological analysis in the feasibility reports is a major weakness that has led to incorrect conclusions about the feasibility of these options. We have undertaken our own hydrological analysis of these options. The analysis has included modelling of climate change and extended droughts, similar to Water UK’s work. However, in the absence of any information in the feasibility reports on the
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