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volume 1 - Halifax Regional Municipality

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<strong>Halifax</strong> Water Integrated Resource Plan<br />

Appendices<br />

As noted previously, the first stage of the IRP analysis was carried out for the initial and<br />

intermediate alternative resource plans. It explored the A, B, C (monolithic) level for all<br />

asset systems (i.e. water, wastewater and stormwater) and all components within each<br />

system (e.g. distribution mains).<br />

In reality, the risk of failure has significantly different impacts depending upon which<br />

asset system or component is under consideration. For example, the failure of a single<br />

sewer pipe, while inconvenient, does not have a widespread or generally high impact. In<br />

contrast, the failure of a major water transmission main will have a significant and<br />

widespread impact on water supply. Since asset renewal resources are constrained, it is<br />

appropriate to have a higher level of asset renewal for those assets that are “high risk”<br />

and a lower level of renewal for those whose failure poses a “low risk”. An asset<br />

component-by-component risk analysis was conducted to determine the acceptable<br />

levels of asset renewal for each component. This was the second stage of the asset<br />

renewal program analysis and was undertaken for the intermediate plans creating a<br />

single optimized component asset renewal strategy.<br />

The risk analysis was based on methodology originally developed by the City of<br />

Edmonton 7 to assess the risks of failure associated with all municipal assets – not just<br />

water, wastewater and stormwater infrastructure. The failure impact of each asset<br />

component was assessed on the basis of best professional judgment by the study team<br />

(<strong>Halifax</strong> Water and consultants). A high (red), medium (yellow) and low (blue) coding<br />

scheme was used. The meaning of failure impact was understood to be “the impact of<br />

the failure of the system component (e.g. distribution main) on the ability to meet the<br />

asset system (e.g. water system) LOS”. Accordingly, the failure of a major WSP would<br />

have a high impact on the ability to meet the LOS for service outages while the failure of<br />

a single distribution main would have a relatively low impact on the LOS from a systemwide<br />

perspective.<br />

The failure severity is defined as “the impact of a single failure x the failure amount”.<br />

The failure amount is in turn related to the likelihood or probability of one or more<br />

components failing. This has most relevance to asset systems with multiple components<br />

such as distribution mains or sewers. For example, water transmission mains have a high<br />

failure impact. If it were determined that due to condition, age and other factors that<br />

multiple mains have an elevated probability of failure, then the overall failure severity<br />

would be high. Condition data are limited and hence decisions in this IRP rely on the<br />

knowledge of asset age and an estimate based on industry norms of expected remaining<br />

life. This was, in fact, the basis of the scoring for the failure severity for each asset<br />

component. Two metrics derived from Table 2.2 for water assets and Table 2.4 for<br />

wastewater and stormwater assets were applied – average weighted asset age at the<br />

7 Edmonton Bridges the Gap – A Risk Analysis Approach to the Municipal Infrastructure<br />

Gap, S. AbouRizk et al., Summit, Jan/Feb 2005<br />

Revision: 2012-10-29 Integrated Resource Plan –Appendices F-17<br />

October 31 2012 Page 196 of 272

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