TY - GEN
T1 - Evaluation of emergency repair attributes for sewer infrastructure management
AU - MacLeod, Colin W.
AU - Ariaratnam, Samuel T.
AU - Chua, Ken
PY - 2000/12/1
Y1 - 2000/12/1
N2 - Emergency response to sewer failure can result in considerably higher costs than scheduled rehabilitation. As part of their Local Sewer Rehabilitation Strategy, the City of Edmonton, Alberta initiated a strategic plan for initiating a proactive approach for rehabilitating their sewer network. An analysis was performed on historical repair data in order to gain a better understanding of the difference between emergency rehabilitation costs compared to scheduled rehabilitation costs. The emergency and scheduled cost distributions were fitted against different theoretical beta distributions resulting in a statistical comparison. The analysis revealed the emergency mean cost to be approximately 55% greater than the scheduled mean cost. Additionally, the variance of the emergency distribution was found to be three times greater than that of the scheduled distribution. This suggests that investment into a proactive approach that attempts to maximise the life span of a sewer infrastructure system, while responsibly replacing deficient pipe sections prior to an emergency system failure, could result in tremendous costs savings.
AB - Emergency response to sewer failure can result in considerably higher costs than scheduled rehabilitation. As part of their Local Sewer Rehabilitation Strategy, the City of Edmonton, Alberta initiated a strategic plan for initiating a proactive approach for rehabilitating their sewer network. An analysis was performed on historical repair data in order to gain a better understanding of the difference between emergency rehabilitation costs compared to scheduled rehabilitation costs. The emergency and scheduled cost distributions were fitted against different theoretical beta distributions resulting in a statistical comparison. The analysis revealed the emergency mean cost to be approximately 55% greater than the scheduled mean cost. Additionally, the variance of the emergency distribution was found to be three times greater than that of the scheduled distribution. This suggests that investment into a proactive approach that attempts to maximise the life span of a sewer infrastructure system, while responsibly replacing deficient pipe sections prior to an emergency system failure, could result in tremendous costs savings.
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M3 - Conference contribution
AN - SCOPUS:21844470016
SN - 0921303912
T3 - 2000 Annual Conference Abstracts - Canadian Society for Civil Engineering
BT - 2000 Annual Conference Abstracts - Canadian Society for Civil Engineering
A2 - McTavish, D.
A2 - Knights, G.
A2 - Bartlett, F.M.
A2 - Rowe, R.K.
A2 - Easa, S.
T2 - 2000 Annual Conference - Canadian Society for Civil Engineering
Y2 - 7 June 2000 through 10 June 2000
ER -