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NET ZERO BASIN Pilot field development - SPE London
NET ZERO BASIN
Pilot eld development

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NET ZERO BASIN Pilot field development - SPE London
Pilot field summary                                                               West                     21/27a-6                                                                  East

● Fully appraised, seven reservoir penetrations,
                                           5     Reserves Summary
  three tested wells, core and fluid samples held
  by Orcadian, two high quality 3D seismic
                                               Pilot and
                                               Pilot South        21/27a-6
                                                             Volumetric calculations have been undertaken for the Pilot discovery. A most likely
                                                             STOIIP for Pilot and Pilot South combined of 263 MMstb was estimated, uncertainty
                                                             assessments suggested a range of +/-8%. This is a relatively narrow range, and
  survey                                                     reflects the fact the discovery is well appraised and seismic imaging is of high
                                                             quality. A hydrocarbon pore thickness map was created as part of the volumetric
                                                             calculations, see Fig. 5.1.

● Very high quality sandstone turbidite reservoir,

                                                                    50 mSec TWT
  34% porosity, 2 to 10 darcies of permeabilit                                                            HCPV
                                                                                                                                                   Data provided courtesy of WesternGeco

● Significant oil in place: 263 MMbbls; audited 2P
                                                                                                                                                                                500m

  reserve of 79 MMbbls, based on a low salinity
  polymer flood of the reservoi
● Variable quality oil from 12º to 17º API, 160 cP
  to 1,200 c
● Shallow water (c. 80m), 140 kms due East
  from Aberdeen, c. 40 kms from Gannet et al
                                                                                                                                                                                       2
    s

         P

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NET ZERO BASIN Pilot field development - SPE London
Pilot field development plan

                           FPP         Jack-up
            FPSO
                                 WHP

                                                 3
NET ZERO BASIN Pilot field development - SPE London
A project delivering on the Government’s Net Zero
           agenda
           ● Many opportunities to                            35
             reduce emissions identifie                                              Scope 1    Scope 2           Benchmarks
                                                              30
           ● Integration of aggressive
             process heat management                                                                                     Pilot field development
                                                              25
             with high efficiency back-
             up power generation and

                                                 Kg CO2/bbl
                                                              20
             electrification has the                                                                     Shorter field life
                                                                                                         and lower fluid
             potential to drive                                                                             handling
                                                              15      30
             emissions down by over
                                                                                                  24.7
             80                                                                 21                                  Heat pumps and
                                                              10
                                                                                                                    reciprocating gas              FPP wind and wave
           ● Local wind farm power,                                                                            14.4      engines                       power unit
             with highly efficient back-                      5
                                                                                                                                        2.3
             up gas engines, reduces                                                                                          5.9
                                                                                                                                        0.4         2.6        1.4
             emissions as low as                              0
                                                                    Typical North Sea            Pilot   Polymer         Process &     Grid         Single     Two
             connection to a future grid                           viscous oil  2018           water ood   ood             power       from         wind       wind
             with half of today’s CO2                                          average                                   generation   year 2       turbine   turbines
                                                                                                                         optimised
             intensity
     Estimates from recently submitted CSR Addendum prepared with Crondall Energy. These numbers are CO2e                                                               4
fl
      %

           fl
                                      d
NET ZERO BASIN Pilot field development - SPE London
100000
                                                                                                                                                                                                                                                                                                                                       150000
                                                                                                                                                                                                                                                                                                                                                                                                                    200000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             250000

                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             100000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  150000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     200000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          250000

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             0

                                                                                                                                                                                                                                                          50000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    50000
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Water Flood
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Polymer Flood

                                                                                                                                                                                                                                                                                               J182638 DOI: 10.2118/182638-PA Date: 8-March-18                                                                                                                               Stage:                       Page: 4                                    Total Pages: 20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             J182638 DOI: 10.2118/182638-PA Date: 8-March-18                                   Stage:   Page: 4   Total Pages: 20

fl
                                                                                                                                                                                                                                                                                                                                                                                                                                        Water Flood
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Polymer Flood

                                                                                                                                                                                                                                                           Close to end WF                                                           End WF
                                                                                                                                                                                                                                                                                                                                                                                                                                                 End WF                                                     Close
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           PVI     to end WF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               = 0.15                                                             PVI = 0.5    End WF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   End WF               PVI = 0.15            PVI = 0.5
                                                                                                                                                                                                                                                                                                                0.9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.9
                                                                                                                                                                                                                                                                                                                                                                                                                    0.8                                                                                                                                                                             0.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.8                                                                         0.8
                                                                                                                                                                                                                                                                                                                0.8
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.8

                                                                                                                                                                                                                                                                                                                                                                                                                    0.7                                                                                                                                                                             0.7
                                                                                                                                                                                                                                                                                                                0.7                                                                                                                                                                                                                                                                                                    0.7                                                                         0.7
                                                                                                                                                                                                                                                             PVI = 0.15                                                              PVI = 0.19                                                                                                                                                                                                                                      0.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PVI = 0.15                                                       PVI = 0.19
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0.6
                                                                                                                                                                                                                                                                                                                0.6                                                                                                 0.6                                                                                                                                                                                                                                                                            0.6
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.6                               0.6

                                                                                                                                                                                                                                                                                                                0.5                                                                                                                                                                                                                                                                                 0.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.5                                                                                                           0.5
                                                                                                                                                                                                                                                                                                                                                                                                                    0.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.5

                                                                                                                                                                                                                                                             PVI = 0.49                                         0.4                  PVI = 0.58                                                                                                                                                                                                                                                     0.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             PVI = 0.49                                              0.4      PVI = 0.58                                                                                           0.4
r

                                                                                                                                                                                                                                                                                                                                                                                                                    0.4
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.4
                                                                                                                                                                                                                                                                                                                0.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.3            0.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   0.3
                                                                                                                                                                                                                                                                                                                                                                                                                    0.3
                                                                                                                                                                                                                                                                                                                0.2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       0.3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0.2

                                                                                                                                                                                                                                                                     (a)                                                                (b)                                                                                                                                                                                   (c)
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   (a)                                            (b)                                                       (c)
                                                                                                                                                                                                                                         Fig. 4—Oil-saturation maps at the end of waterflooding (WF) and during polymer flooding for (a) Experiment No. 2, (b) Experiment
                                                                                                                                                                                                                                         No. 6, and (c) Experiment No. 7.                                            Fig. 4—Oil-saturation maps at the end of waterflooding (WF) and during polymer flooding for (a) Experiment No. 2, (b) Experiment
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Why polymer reduces CO2

                                                                                                                                                                                                                                                                                                                     No. 6, and (c) Experiment No. 7.

                                                                                                                                                                                                                                         Waterflood Modeling Using Darcy-Type Simulations                                                                                                                                                                                                                                                                                                                         Oil Recovered, MMbbls
                                                                                                                                                                                                                                                                                                                              Waterflood Modeling Using Darcy-Type Simulations
                                                                                                                                                                                                                                         Methodology. The objective of this subsection is to verify whether the multiphase extension of Darcy’s law can predict the viscous-
                                                                                                                                                                                                                                                                                                                              Methodology.
                                                                                                                                                                                                                                         fingering patterns observed experimentally. Clearly, a continuum Darcy-type formulation            is not The     objective
                                                                                                                                                                                                                                                                                                                                                     appropriate        of this subsection
                                                                                                                                                                                                                                                                                                                                                                     if viscous    fingers areistrig-to verify whether the multiphase extension of Darcy’s law can predict the viscous-
                                                                                                                                                                                                                                         gered below the scale of a few pore sizes, whereas it is more likely to be validfingering          patterns
                                                                                                                                                                                                                                                                                                                                 when fingers        areobserved
                                                                                                                                                                                                                                                                                                                                                          generated  experimentally.
                                                                                                                                                                                                                                                                                                                                                                        at a macroscopic  Clearly,
                                                                                                                                                                                                                                                                                                                                                                                                 scale.a continuum Darcy-type formulation is not appropriate if viscous fingers are trig-
                                                                                                                                                                                                                                         Nevertheless, very few validation studies are available in the literature. From the X-ray      below the
                                                                                                                                                                                                                                                                                                                              gered images        at early     of a few
                                                                                                                                                                                                                                                                                                                                                       scaletimes,         pore sizes,
                                                                                                                                                                                                                                                                                                                                                                      the viscous         whereas
                                                                                                                                                                                                                                                                                                                                                                                     fingers    have ait is more likely to be valid when fingers are generated at a macroscopic scale.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             20
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        60
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      80

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          100

                                                                                                                                                                                                                                         fine dendritic aspect and a typical width of a few millimeters. Therefore, we do Nevertheless,           very few validation
                                                                                                                                                                                                                                                                                                                              not expect a Darcy-type             model tostudies
                                                                                                                                                                                                                                                                                                                                                                               capturearetheavailable
                                                                                                                                                                                                                                                                                                                                                                                               experi- in the literature. From the X-ray images at early times, the viscous fingers have a
                                                                                                                                                                                                                                         mental fingering patterns accurately, but we would like to verify how closely it can fine
                                                                                                                                                                                                                                                                                                                                 reproduce        aspect
                                                                                                                                                                                                                                                                                                                                     dendriticthose         and a typical width of a few millimeters. Therefore, we do not expect a Darcy-type model to capture the experi-
                                                                                                                                                                                                                                                                                                                                                        patterns.
                                                                                                                                                                                                                                                                                                                              mental
                                                                                                                                                                                                                                             In this context, the most relevant study is that of Riaz et al. (2007), where several       fingering patterns
                                                                                                                                                                                                                                                                                                                                     experiments                  accurately,
                                                                                                                                                                                                                                                                                                                                                       were performed        on but   we would
                                                                                                                                                                                                                                                                                                                                                                                 a strongly          like to verify how closely it can reproduce those patterns.
                                                                                                                                                                                                                                                                                                                                                                                                water-
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    0

                                                                                                                                                                                                                                         wet Berea core sample, first to measure steady-state relative permeability functions In   andthis   context,
                                                                                                                                                                                                                                                                                                                                          then           the most
                                                                                                                                                                                                                                                                                                                                                 to measure      saturation
                                                                                                                                                                                                                                                                                                                                                                     relevantprofiles
                                                                                                                                                                                                                                                                                                                                                                                 study isand           Riaz et al. (2007), where several experiments were performed on a strongly water-
                                                                                                                                                                                                                                                                                                                                                                                            thatoilofre-
                                                                                                                                                                                                                                         covery during unsteady-state displacements. Different oil viscosities up to 303 cp wetand Berea
                                                                                                                                                                                                                                                                                                                                     injection       sample,
                                                                                                                                                                                                                                                                                                                                              corerates   up tofirst
                                                                                                                                                                                                                                                                                                                                                                 3 cmto3 measure steady-state relative permeability functions and then to measure saturation profiles and oil re-
                                                                                                                                                                                                                                                                                                                                                                        /min were used to iden-                                                                      3
                                                                                                                                                                                                                                         tify the onset of instability, which was correctly predicted by the conventional covery
                                                                                                                                                                                                                                                                                                                              Darcy-type during    unsteady-state
                                                                                                                                                                                                                                                                                                                                                model     dependentdisplacements.
                                                                                                                                                                                                                                                                                                                                                                        on steady-stateDifferent
                                                                                                                                                                                                                                                                                                                                                                                              relative oil viscosities up to 303 cp and injection rates up to 3 cm /min were used to iden-
                                                                                                                                                                                                                                                                                                                              tify   the  onset    of  instability,   which
                                                                                                                                                                                                                                         permeabilities. However, the average saturation profiles of the unstable experiments could not be reproduced explicitly by high-resolu-was   correctly    predicted     by  the conventional Darcy-type    model   dependent on steady-state relative
                                                                                                                                                                                                                                                                                                                              permeabilities.       However,      the  average
                                                                                                                                                                                                                                         tion Darcy-type simulations modeling viscous fingers. Thus, it was concluded that the continuum Darcy-type model does not well pre-      saturation     profiles   of the  unstable experiments  could   not be reproduced explicitly by high-resolu-
                                                                                                                                                                                                                                                                                                                              tion Darcy-type
                                                                                                                                                                                                                                         dict the flow regime with fully developed instabilities. In Sharma et al. (2012), another        study was   simulations
                                                                                                                                                                                                                                                                                                                                                         performedmodeling
                                                                                                                                                                                                                                                                                                                                                                       on mildlyviscous
                                                                                                                                                                                                                                                                                                                                                                                     water-wet fingers.
                                                                                                                                                                                                                                                                                                                                                                                                     2D Thus, it was concluded that the continuum Darcy-type model does not well pre-
                                                                                                                                                                                                                                         micromodels. The average saturation profiles obtained from the waterflooding ofdict         the flow
                                                                                                                                                                                                                                                                                                                                viscous     oils regime
                                                                                                                                                                                                                                                                                                                                                  were better      fully developed
                                                                                                                                                                                                                                                                                                                                                            withreproduced              instabilities.
                                                                                                                                                                                                                                                                                                                                                                                  by a scaling      law In Sharma et al. (2012), another study was performed on mildly water-wet 2D
                                                                                                                                                                                                                                                                                                                              micromodels.         The   average    saturation    profiles    obtained
                                                                                                                                                                                                                                         dependent on statistical theory rather than by a Buckley-Leverett profile, but no attempt was made to simulate the displacement with a from the waterflooding of viscous oils were better reproduced by a scaling law
                                                                                                                                                                                                                                         2D Darcy-type model.                                                                 dependent on statistical theory rather than by a Buckley-Leverett profile, but no attempt was made to simulate the displacement with a
                                                                                                                                                                                                                                             In contrast with the previously discussed studies, the experiments considered in      Darcy-type
                                                                                                                                                                                                                                                                                                                              2Dthis    work were   model.
                                                                                                                                                                                                                                                                                                                                                        performed under nonwater-wet con-
                                                                                                                                                                                                                                         ditions and using even higher oil viscosities. As mentioned in the Introduction section,      contrast
                                                                                                                                                                                                                                                                                                                                   Inthis   should with
                                                                                                                                                                                                                                                                                                                                                      leadthe
                                                                                                                                                                                                                                                                                                                                                            to previously
                                                                                                                                                                                                                                                                                                                                                                more severe   discussed    studies, the experiments considered in this work were performed under nonwater-wet con-
                                                                                                                                                                                                                                                                                                                                                                                viscous fingering.
r

                                                                                                                                                                                                                                         Nevertheless, a much lower injection velocity was used in these experiments compared ditionswithand those
                                                                                                                                                                                                                                                                                                                                               using ofeven
                                                                                                                                                                                                                                                                                                                                                          Riazhigher
                                                                                                                                                                                                                                                                                                                                                                 et al.oil  viscosities.
                                                                                                                                                                                                                                                                                                                                                                        (2007),    which Asshouldmentioned
                                                                                                                                                                                                                                                                                                                                                                                                       at      in the Introduction section, this should lead to more severe viscous fingering.
                                                                                                                                                                                                                                                                                                                              Nevertheless,
                                                                                                                                                                                                                                         least partially offset the effects of higher viscosity ratio and nonwater-wet conditions.                   much lower
                                                                                                                                                                                                                                                                                                                                         Even ifa X-ray      imagesinjection
                                                                                                                                                                                                                                                                                                                                                                       suggest velocity       was used in these experiments compared with those of Riaz et al. (2007), which should at
                                                                                                                                                                                                                                                                                                                                                                                  strong fingering
                                                                                                                                                                                                                                                                                                                              least
                                                                                                                                                                                                                                         effects, it is worthwhile to test the validity of the generalized Darcy’s law on a set   of partially
                                                                                                                                                                                                                                                                                                                                       experiments offsetthat
                                                                                                                                                                                                                                                                                                                                                            thediffers     of higher viscosity
                                                                                                                                                                                                                                                                                                                                                                 effectssignificantly    from other   ratio and nonwater-wet conditions. Even if X-ray images suggest strong fingering
                                                                                                                                                                                                                                         published studies.                                                                   effects, it is worthwhile to test the validity of the generalized Darcy’s law on a set of experiments that differs significantly from other
                                                                                                                                                                                                                                                                                                                              published
                                                                                                                                                                                                                                             In the following, we apply a similar methodology to that of Riaz et al. (2007), but    because  studies.
                                                                                                                                                                                                                                                                                                                                                of the absence of steady-state relative per-
                                                                                                                                                                                                                                         meability measurements, we use a 3D quasistatic PNM to infer relative permeability            the following,
                                                                                                                                                                                                                                                                                                                                   In and    capillary pressure         a similar
                                                                                                                                                                                                                                                                                                                                                           we applycurves.          methodology
                                                                                                                                                                                                                                                                                                                                                                                 Because     the rockto that of Riaz et al. (2007), but because of the absence of steady-state relative per-
                                                                                                                                                                                                                                                                                                                              meability      measurements,         we  use
                                                                                                                                                                                                                                         wettability is not known precisely, we assume that the aging process has led to a wettability state ranging from mildly water-wetPNMa 3D   quasistatic        to to infer relative permeability and capillary pressure curves. Because the rock
                                                                                                                                                                                                                                         mildly oil-wet, including intermediate-wet and mixed-wet states. A screening study   wettability
                                                                                                                                                                                                                                                                                                                                  is performed is not   known
                                                                                                                                                                                                                                                                                                                                                     with  the quasistatic
                                                                                                                                                                                                                                                                                                                                                                  precisely, PNMwe assume
                                                                                                                                                                                                                                                                                                                                                                                       code tothatgen-  the aging process has led to a wettability state ranging from mildly water-wet to
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    200

                                                                                                                                                                                                                                         erate multiple sets of relative permeability and capillary pressure curves. Each setmildly
                                                                                                                                                                                                                                                                                                                                of curvesoil-wet,   including
                                                                                                                                                                                                                                                                                                                                               is then   provided intermediate-wet
                                                                                                                                                                                                                                                                                                                                                                     as an input to our        mixed-wet states. A screening study is performed with the quasistatic PNM code to gen-
                                                                                                                                                                                                                                                                                                                                                                                        andparallel
                                                                                                                                                                                                                                         IHRRS (Moncorgé et al. 2012; Jauré et al. 2014) that is run in two dimensions eratewith amultiple       sets of relative
                                                                                                                                                                                                                                                                                                                                         high-resolution               permeability
                                                                                                                                                                                                                                                                                                                                                               discretization.           and capillary
                                                                                                                                                                                                                                                                                                                                                                                   Although      direct pressure curves. Each set of curves is then provided as an input to our parallel
                                                                                                                                                                                                                                         measurement of steady-state relative permeabilities is of course preferable, this    IHRRS       (Moncorgé
                                                                                                                                                                                                                                                                                                                                    approach              et al. 2012;
                                                                                                                                                                                                                                                                                                                                                   is deemed       useful Jauré
                                                                                                                                                                                                                                                                                                                                                                            whenetsuchal. 2014)
                                                                                                                                                                                                                                                                                                                                                                                             data that
                                                                                                                                                                                                                                                                                                                                                                                                     are is run in two dimensions with a high-resolution discretization. Although direct
                                                                                                                                                                                                                                         not available.                                                                       measurement of steady-state relative permeabilities is of course preferable, this approach is deemed useful when such data are

                                                                                                                                                                                                                                                                                                                              not available.

                                                                                                                                                                                                                                         Quasistatic PNM. The 3D PNM is directly extracted from 3D microcomputed-tomography images of a sample of Bentheimer sand-
                                                                                                                                                                                                                                         stone. A maximal ball algorithm (Silin and Patzek 2006; Dong and Blunt 2009) isQuasistatic
                                                                                                                                                                                                                                                                                                                              applied to reconstruct
                                                                                                                                                                                                                                                                                                                                          PNM. The a3D      PNM is
                                                                                                                                                                                                                                                                                                                                                         network      directly extracted
                                                                                                                                                                                                                                                                                                                                                                   equivalent    in terms from 3D microcomputed-tomography images of a sample of Bentheimer sand-
                                                                                                                                                                                                                                         of topology and transmissibility. The reconstructed pore network contains 61,214 stone.    A maximal
                                                                                                                                                                                                                                                                                                                             pores and  151,186ball   algorithm
                                                                                                                                                                                                                                                                                                                                                  throats.       (Silin and Patzek
                                                                                                                                                                                                                                                                                                                                                           Each pore/throat             2006; Dong and Blunt 2009) is applied to reconstruct a network equivalent in terms
                                                                                                                                                                                                                                                                                                                                                                               is charac-
                                                                                                                                                                                                                                         terized by an inscribed radius that controls the threshold entry pressure, a flow conductance
                                                                                                                                                                                                                                                                                                                            of topologythat    transmissibility.
                                                                                                                                                                                                                                                                                                                                          and defines  the local The  reconstructed
                                                                                                                                                                                                                                                                                                                                                                 pressure   drop caused  pore network contains 61,214 pores and 151,186 throats. Each pore/throat is charac-
                                                                                                                                                                                                                                         by viscous effect and flux, an effective length, and a volume. More details of theterized   by an
                                                                                                                                                                                                                                                                                                                             extracted     inscribed
                                                                                                                                                                                                                                                                                                                                        pore  networkradius
                                                                                                                                                                                                                                                                                                                                                        can bethat controls
                                                                                                                                                                                                                                                                                                                                                                found         the threshold
                                                                                                                                                                                                                                                                                                                                                                        in Table    2, and entry pressure, a flow conductance that defines the local pressure drop caused
                                                                                                                                                                                                                                                                                                                            by viscous effect and flux, an effective length, and a volume. More details of the extracted pore network can be found in Table 2, and
                                                                                                                                                                                  environmental impacts

                                                                                                                                                                                                                                         an illustration is provided in Fig. 5.
                                                                                                                                                                                                                                             For our quasistatic pore-network simulations, we use the model of Valvatne and an illustration
                                                                                                                                                                                                                                                                                                                               Blunt (2004),is provided
                                                                                                                                                                                                                                                                                                                                                which is in Fig.
                                                                                                                                                                                                                                                                                                                                                         also  used
                                                                                                                                                                                                                                                                                                                                                                 5. to verify the qual-
                                                                                                                                                                                                                                         ity of the generated network. To do this, we compute the capillary pressure and the For    our quasistatic
                                                                                                                                                                                                                                                                                                                                relative permeabilitypore-network
                                                                                                                                                                                                                                                                                                                                                        curves that simulations,
                                                                                                                                                                                                                                                                                                                                                                      we compare we   withuse the model of Valvatne and Blunt (2004), which is also used to verify the qual-
                                                                                                                                                                                                                                                                                                                                   the generated
                                                                                                                                                                                                                                         experimental measurements. Ideally, we would like to use measurements made onitytheofsamples       of Experiment     To do
                                                                                                                                                                                                                                                                                                                                                   network.Nos.      this,
                                                                                                                                                                                                                                                                                                                                                                  2, 6,  andwe7,compute
                                                                                                                                                                                                                                                                                                                                                                                 but such the capillary pressure and the relative permeability curves that we compare with
                                                                                                                                                                                                                                         data are not available, and we therefore use measurements from the literature experimental        measurements.
                                                                                                                                                                                                                                                                                                                            (Oren et al. 1998).              Ideally,
                                                                                                                                                                                                                                                                                                                                                   A very good        we would
                                                                                                                                                                                                                                                                                                                                                                   agreement     is like to use measurements made on the samples of Experiment Nos. 2, 6, and 7, but such
                                                                                                                                                                                                                                                                                                                                                                                     found
                                                                                                                                                                                                                                                                                                                            data are not available, and we therefore use measurements from the literature (Oren et al. 1998). A very good agreement is found
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                                                                                                                                                                                                                                                                time and for much less energ
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    600
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Water Injected, MMbbls

                                                                                                                                                                                                                                                                                                                                                                                                                          ● Field life significantly shortened with polyme
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 Water Flood
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Polymer Flood

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    800
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1000

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 ● Fluid handling requirements massively reduced by using polyme

     Production pro les for polymer ood and water ood from Orcadian Energy reservoir simulations; plot of recoverable oil vs. water injected based upon the same simulations.
                                                                                                                                                                                                                                                              ● Polymer boosts recovery so there are more barrels produced in less
                                                                                                                                                                                                                                                                                                                                         ● Pumping wells and injecting fluid are the key drivers of CO2 emissions

                                                                                                                                                                                ● Polymer use significantly enhances project economics while minimising
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    1200

     5
NET ZERO BASIN Pilot field development - SPE London
Emissions, by cause and scope
                                           CSR initial polymer scenario
                                                                     Power Demand kW
                                    25,000                                                                                                                                                      Power Demand kW                                                                                         Power Demand kW
                                                                                                                                                                20,000                                                                                                  20,000

                                                                        Power Demand kW                                                                         18,000                                                                                                  18,000
                                    20,000
                                     20,000
                                                                                                                                                                16,000                                                                                                  16,000
                                     18,000
Power demand kW

                                                                                                                                                                14,000                                                                                                  14,000
                                     16,000
                                    15,000

                                                                                                                                              Power demand kW

                                                                                                                                                                                                                                                      Power demand kW
                                     14,000                                                                                                                     12,000                                                                                                  12,000
                Power demand kW

                                     12,000                                                                                                                     10,000                                                                                                  10,000

                                    10,000
                                     10,000
                                                                                                                                                                 8,000                                                                                                   8,000
                                        8,000
                                                                                                                                                                 6,000                                                                                                   6,000
                                        6,000
                                     5,000                                                                                                                       4,000                                                                                                   4,000
                                        4,000

                                        2,000
                                                                                                                                                                 2,000                                                                                                   2,000

                                           00                                                                                                                       0                                                                                                       0
                                           Year
                                           Year 11    Year
                                                     Year 2 2YearYear 3
                                                                  3 Year 4Year 4
                                                                            Year   5   Year
                                                                                        Year 56    Year7 6 Year
                                                                                                  Year       Year 7
                                                                                                                8 Year Year 8
                                                                                                                       9 Year   10Year
                                                                                                                                   Year 911                         Year 1   Year 2    Year 3   Year 4   Year 5   Year 6   Year 7   Year 8   Year 9                         Year 1   Year 2    Year 3   Year 4   Year 5   Year 6   Year 7   Year 8   Year 9
                                        FPSO    JACK UP      WHP-A (South)         WHP-B (North)           Fluids Transfer Pump (WHP)
                                                                                                                                                                 FPSO    JACK UP      WHP-A (South) WHP-B (North) Fluids Transfer Pump (WHP)                             FPSO    JACK UP      WHP-A (South) WHP-B (North) Fluids Transfer Pump (WHP)
                                         FPSO                             Heat pumps                              Jack-up
                                         WHP-A (South)                    WHP-B (North)                           Transfer Pump

                                                                     Pilot East gas balance
                                    7      ● Base case from September 2020 CSR submission, focus had been on quantifying rather than driving
/day) and Gas in Pilot East (bcf)

                                    6        down emissions (included some worst case assumptions e.g. downhole pump power demands
                                    5
                                    4      ● Adoption of polymer flood had reduced both fluid handling and field life
                                    3

                                    2

                                    1                                                                                                                                                                                                                                                                                                                         6

                                                                                                                                                                                                                                                                                                                              )
NET ZERO BASIN Pilot field development - SPE London
Process optimisation

                       ● Industrial heat pump

                       ● Energy recovery
                         systems

                                                7
             s
NET ZERO BASIN Pilot field development - SPE London
Power Generation

                   ● Wartsila, dual fuel gas
                     reciprocating engine
                   ● “Smart heat recovery”
                     system

                                               8
           s
NET ZERO BASIN Pilot field development - SPE London
Emissions, by cause and scope
                                        Process optimisations and recips
                                                                 Power Demand kW
                                    25,000                                                                                                                                   Power Demand kW                                                                                         Power Demand kW
                                                                                                                                             20,000                                                                                                  20,000

                                                                                                                                             18,000                                                                                                  18,000
                                    20,000
                                                                                                                                             16,000                                                                                                  16,000
Power demand kW

                                                                                                                                             14,000                                                                                                  14,000
                                    15,000

                                                                                                                                                                                                                                   Power demand kW
                                                                                                                           Power demand kW
                                                                                                                                             12,000                                                                                                  12,000

                                                                                                                                             10,000                                                                                                  10,000

                                    10,000                                                                                                                                                                                                            8,000
                                                                                                                                              8,000

                                                                                                                                              6,000                                                                                                   6,000

                                     5,000                                                                                                    4,000                                                                                                   4,000

                                                                                                                                              2,000                                                                                                   2,000

                                         0                                                                                                       0                                                                                                       0
                                          Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Year 11                         Year 1   Year 2    Year 3   Year 4   Year 5   Year 6   Year 7   Year 8   Year 9                         Year 1   Year 2    Year 3   Year 4   Year 5   Year 6   Year 7   Year 8   Year 9

                                        FPSO                         Heat pumps                     Jack-up                                   FPSO    JACK UP      WHP-A (South) WHP-B (North) Fluids Transfer Pump (WHP)                             FPSO    JACK UP      WHP-A (South) WHP-B (North) Fluids Transfer Pump (WHP)

                                        WHP-A (South)                WHP-B (North)                  Transfer Pump

                                                                Pilot East gas balance
                                    7
/day) and Gas in Pilot East (bcf)

                                    6   ● Crondall reshaped process and power generation with the intention of driving down emission
                                    5
                                    4   ● The combination of heat pumps and high efficiency generation is the key to reducing emissions
                                    3

                                    2

                                    1                                                                                                                                                                                                                                                                                                      9

                                                                                                                                                                                                                                                                                                                           s
NET ZERO BASIN Pilot field development - SPE London
SYSTEM OVERVIEW
• Platform
  –   North Sea design for 15m Hs sites
  –   Panel based semi submersible
  –   Makes use of harbour effect for transfer
  –   Hydrogen energy storage can be accommodated

• Turret Mooring System
  – Vanes into wave direction
      • WTG yaws independently
  – Multi point catenary mooring system
  – Disconnectable if required

• Wind Turbine Generator (WTG)
  – Turbine agnostic
  – 12 to 15MW (to be assessed)

• Wave Energy Convertor
  – 4 off, from 500kW to 1MW each (to suit site)
  – Wave energy converted to motion by absorber
  – Mechanical motion converted to electricity via oil
    hydraulic Power Take Off (PTO) system

                                                         Intro   10
Emissions, by cause and scope
                                         Local wind and wave power
                                                                  Power Demand kW
                                                                                                                                                                                                                                                                                      Power Demand kW
                                     25,000                                                                                                                                   Power Demand kW
                                                                                                                                                                                                                                                      20,000
                                                                                                                                              20,000
                                                                                                                                                                                                                                                      18,000
                                                                                                                                              18,000
                                     20,000
                                                                                                                                                                                                                                                      16,000
                                                                                                                                              16,000
Power demand kW

                                                                                                                                                                                                                                                      14,000
                                                                                                                                              14,000
                                     15,000

                                                                                                                                                                                                                                    Power demand kW
                                                                                                                                                                                                                                                      12,000

                                                                                                                            Power demand kW
                                                                                                                                              12,000
                                                                                                                                                                                                                                                      10,000
                                                                                                                                              10,000
                                     10,000                                                                                                                                                                                                            8,000
                                                                                                                                               8,000
                                                                                                                                                                                                                                                       6,000
                                                                                                                                               6,000
                                      5,000                                                                                                                                                                                                            4,000
                                                                                                                                               4,000
                                                                                                                                                                                                                                                       2,000
                                                                                                                                               2,000
                                          0                                                                                                                                                                                                               0
                                           Year 1 Year 2 Year 3 Year 4 Year 5 Year 6 Year 7 Year 8 Year 9 Year 10 Year 11                         0                                                                                                       Year 1   Year 2    Year 3   Year 4   Year 5   Year 6   Year 7   Year 8   Year 9
                                                                                                                                                  Year 1   Year 2    Year 3   Year 4   Year 5   Year 6   Year 7   Year 8   Year 9
                                         FPSO                         Heat pumps                     Jack-up                                                                                                                                           FPSO    JACK UP      WHP-A (South) WHP-B (North) Fluids Transfer Pump (WHP)
                                                                                                                                               FPSO    JACK UP      WHP-A (South) WHP-B (North) Fluids Transfer Pump (WHP)
                                         WHP-A (South)                WHP-B (North)                  Transfer Pump

                                                                 Pilot East gas balance
                                     7 ● Local renewable power eliminates the need for a gas import pipeline and halves
f/day) and Gas in Pilot East (bcf)

                                     6

                                     5
                                         emissions agai
                                     4

                                     3   ● Unit will be a 12MW wind turbine with a 2MW wave power generator from FPP
                                     2

                                     1                                                                                                                                                                                                                                                                                                      11
                                                                       n
Comparison with global oil production emissions
  Viscous oil doesn’t have to mean high emissions

                          ● To be comparable with this Stanford University dataset, to our Scope 1 & 2 emissions we
                            have added
                             ● Scope 3 emissions from offshore logistics, oil transportation to the refinery, and polymer productio
Pilot emissions
 will lie in the             ● Estimates of emissions during the exploration and development phases (done using the Stanford tool)
 lowest 5% of
                          ● Pilot field comparable emissions are 1.4 gCO2eq/MJ with a single wind turbine
   global oil
  production
 Masnadi et al (2018). Global carbon intensity of crude oil production. Science. 361. 851-853. 10.1126/science.aar6859.               12
                :

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