Three tunnels have been constructed, in Natal, as part of a scheme to augment the water supply to the Greater Durban area. The tunnels have been excavated in sandstones, tillites and shales using drill and blast and a full face tunnel boring machine. The paper describes the interesting aspects of the respective driving methods and their relative performance. The use of a tunnel boring machine on one section of the tunnels enabled this pressure tunnel to be redesigned using a waterproof membrane and installation of this waterproof membrane is described.

  • THE UMGENI LOW LEVEL SCHEME

  • GEOLOGICAL INVESTIGATIONS

  • TUNNEL BORING MACHINE

  • PROGRESS RATES

  • PRIMARY SUPPORT

  • TUNNEL PROFILE

  • SECONDARY LINING DESIGN

  • SECONDARY LINING INSTALLATION

  • CONCLUSIONS

  • REFERENCES

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