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                 FIGURE 8 TEST POST WITH INSTRUMENTATION (LEFT) AND PE SYPHON (RIGHT)  FIGURE 9 PE SYPHON IN TEMPERATURE CONTROLLED
                                                                                   LABORATORY TEST

















                 FIGURE 10 INSTRUMENTATION SCHEMATIC  FIGURE 11 REMOTE MONITORING SYPHON INSTALLED AT
                                                  SPENNYMOOR















                 Remote monitoring instrumentation  installing two prototype remotely   Gas Networks receives the differential
                 A remote monitoring instrumentation   monitored syphons. The image in   pressure readings, which prompt an
                 system was designed with the following   Figure 11 shows the PE syphon and   alert to empty the syphon. A G/23 field
                 criteria achieved:               pressure sensing lines installed at the   trial procedure was developed and used
                    Intrinsically safe            Spennymoor site.                 to install two prototypes. The field trial
                    IP67 rating                     Following installation of the remotely   successfully demonstrated a more robust
                    Connectivity (3G, 2G and GPS location   monitored syphon, the maintenance   method of ensuring security of supply
                  stamp)                          requirement to visit site has reduced by   whilst increasing maintenance efficiency
                    Long battery life (>5 years)  approximately 90 per cent to less than   by approximately 90 per cent.
                    Compatible software           one visit every three weeks. The water
                   The remote monitoring system uses   volume was measured during emptying
                 an Abriox Pressure Plus data logger with   and used to validate the fill level. No   REFERENCES
                 a multi-channel accessory. Channel 1   gas supply interruptions were reported
                 measures the mains pressure (P1) taken   during the trial.         IGEM/TD/3 Edition 5, Steel and PE Pipelines for
                                                                                    Gas Distribution, Institution of Gas Engineers and
                 from a sensing line connected using a top                          Managers, Kegworth
                 tee on the gas main. Channel 2 measures   Conclusions              NGN/PM/LC/16, Management Procedure for the
                 the pressure from a syphon sensing line   A G/23 field trial procedure was   Management of Water Content in Gas (Wet Gas),
                 (P2) terminating within the syphon tank.  developed which combines GIS   April 2006
                                                  analysis with strategic use of portable   NGN/PM/G/23 Management Procedure for the
                 Testing and qualification        hygrometers for the identification of   Evaluation and Approval of Products, Equipment
                                                                                    and Techniques up to 7bar
                 A range of tests were developed to   water ingress and/or accumulation   Smith B., Report Number 9253-1 Field Trial G23 for
                 model the effects of network pressures,   locations within the gas network. A   Portable Hygrometer (2018).
                 water volumes, length of pressure   suitable hygrometer was identified and   BS 78-2:1965, Specification for cast iron spigot and
                 sensing pipe, and temperature. The test   equipment designed and assembled   socket pipes (vertically cast) and spigot and socket
                 rig is shown in Figure 9.        to enable safe connection to the   fittings – Part 2: Fittings, British Standards Institute
                   The instrumentation schematic for the   gas network. A G/23 field trial was   BS 4772:1988, British Standard Specification for
                 laboratory testing is shown in Figure 10.  successfully conducted in the village   Ductile Iron Pipes and Fittings, British Standards
                                                                                    Institute
                   More than 30 tests were conducted   of Beal for which the main location   GIS/PL2-4:2012, Specification for polyethylene
                 with controlled variables of pressure,   of water ingress or accumulation was   pipes and fittings for natural gas – Part 4: Fusion
                 water level, and temperature. The   identified. A subsequent leakage survey   fittings with integral heating element(s).
                 test results concluded that the   at that location validated the results
                 instrumentation successfully indicated   from the hygrometry assessment.    ACKNOWLEDGEMENTS
                 the water fill level and transmitted the   A remotely monitored syphon was
                 data to a remote system for evaluation.  designed and manufactured which uses   This project was a collaborative effort supported
                                                                                    by ROSEN and Northern Gas Networks. The author
                                                  differential pressure measurements   would like to thank the ROSEN UK onshore and
                 Remote monitoring syphon field trials  between the bulk network pressure, and   test facility teams for their ideas and contributions,
                                                                                    and also the NGN innovation and operations teams
                 A G/23 field trial procedure was   a sensing line within the syphon tank to   for their support throughout the project.
                 developed and approved before    indicate a ‘syphon full’ level. Northern



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        IGEMNews_YPPC.indd   3                                                                                    16/04/2019   19:01
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