Underground Utilities – Seismic Assessment and Design Guidelines

Much of New Zealand is susceptible to earthquakes as the country is situated at the active boundary between the Australian and Pacific tectonic plates. Our communities and economy depend on being able to respond and bounce back quickly from seismic events.

The vulnerability of underground utilities to damage from earthquakes was highlighted by the Canterbury Earthquake Sequence (CES) of 2010 and 2011. The earthquakes caused significant damage to parts of the underground utility networks in Christchurch and Kaiapoi, disrupting supply to households and businesses and cost several billion dollars to repair.

The CES however is not a one off sequence of events. Much of New Zealand is at a risk of similar sized earthquakes occurring as shown in Figure 0-1. Hence, it is essential to develop underground infrastructure networks capable of withstanding seismic events in a uniquely New Zealand context.

Scope

The Guidelines mainly focus on underground utility networks of:

  • Potable water
  • Wastewater
  • Stormwater

However, they are also applicable to underground telecommunication, power and gas networks.

The Guidelines provide processes that enable practitioners to:

  • Identify sections of networks that are vulnerable to damage, to assess the amount of damage likely to occur and estimate the Levels of Service expected after an earthquake;
  • Identify measures to improve the resilience of the existing networks. This includes the development of response plans and capital works programmes to improve the robustness and redundancy of the system and to make it easier to restore service after a seismic event. Direction is given on how to incorporate these activities into asset management planning;
  • Determine how to restore a network following an earthquake and to assess the long-term implications of the damage sustained;
  • Design and install new utilities that provide an acceptable level of resilience.

The Guidelines aim to improve the ability of underground utility networks to function and operate during and following earthquakes for safety, economic and community wellbeing reasons. The Guidelines recognise that earthquakes may cause some limited and manageable damage. Although they do not attempt to prevent all damage, they do seek to help manage and contain it.

The Guidelines are based on findings from a research project titled The Seismic Response of Underground Services funded by the Ministry of Business, Innovation and Employment (MBIE). While the Guidelines draw heavily on information from the CES of 2010 and 2011, they also incorporate findings from other events in New Zealand and include material from other international and national sources.

There is a technical dispute over findings related to concrete pipes which is currently the subject of dialogue between Hynds Pipe Systems Limited and Opus. As a result of those discussions, it is possible there may be some changes to the documents.

Resilience Resource - Guidance Material Technical Documents

Underground Utilities - Seismic Assessment and Design Guidelines Edition 1.pdf

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2 MB
29 Mar 2017

Levels of Service Performance Measures for the Seismic Resilience of Three Waters Network Delivery.pdf

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994 KB
20 Mar 2017

Technical Note 01 - Interaction Between Seismic Resilience and Asset Management.pdf

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168 KB
20 Mar 2017

Technical Note 02 - The Basis for Defining Post-Event Levels of Service.pdf

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355 KB
20 Mar 2017

Technical Note 03 - Earthquake Behaviour Information.pdf

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583 KB
20 Mar 2017

Technical Note 04 - The Liquefaction Phenomenon.pdf

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1 MB
20 Mar 2017

Technical Note 05 - Response of Buried Assets Other Than Water Pipelines.pdf

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899 KB
20 Mar 2017

Technical Note 06 – Basis for Damage Rate Prediction for Pressure Pipes ver 3.pdf

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2 MB
07 Dec 2021

Technical Note 07 - Assessment of Kaiapoi Wastewater Damage.pdf

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1 MB
20 Mar 2017

Technical Note 08 - Sensitivity Analysis for Seismic Damage Prediction.pdf

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262 KB
20 Mar 2017

Technical Note 09 - Photobook of Damaged Underground Utilities.pdf

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5 MB
20 Mar 2017

Technical Note 10 - Effect of Deterioration on Seismic Resistance of Underground Pipelines Systems.pdf

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2 MB
20 Mar 2017

Technical Note 11 - Effect of Pipe Linings and Patch Repairs on Seismic Performance.pdf

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164 KB
20 Mar 2017

Technical Note 12 - Post-event Damage Assessment.pdf

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219 KB
20 Mar 2017

Technical Note 13 - Improving Seismic Resilience in New and Existing System.pdf

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245 KB
20 Mar 2017

Technical Note 14 -Effect of Installation Practice on Seismic Response of Buried Pipeline Systems.pdf

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306 KB
20 Mar 2017

Technical Note 15 - Manhole Flotation.pdf

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762 KB
20 Mar 2017

Technical Note 16 - Equivalent Static Method.pdf

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524 KB
20 Mar 2017