Q.2 <1273578 Amandeep Attri, F1, Q 3 – Comment
on Deteriorating distribution structure ?
Introduction:
The findings of several prominent studies
forecasting capital investment needs for water systems has brought the subject
of buried infrastructure asset management to the forefront of priority issues
facing the water industry. The capital investment focus of these studies and
numerous other published articles has overshadowed any discussion or concern of
the potential health risks associated with deteriorating distribution systems.
The United States Environmental Protection Agency (USEPA), in an effort to assess
the need for regulatory action, has directed preparation of several White
Papers (including this paper) to address health risks related to specific water
distribution system topics. The characteristics of deteriorating water
distribution systems include the increased frequency of leaks, main breaks,
taste, odor and red water complaints, reduced hydraulic capacity due to
internal pipe corrosion, and increased disinfectant demands due to the presence
of corrosion products, biofilms, and regrowth. Each of these conditions
presents the potential for water quality degradation, and the specific causes,
health risks and mitigation strategies are appropriately being addressed by
individual White Papers dedicated to these topics.
Discussion:
These broader challenges associated with buried
infrastructure include establishing a means for monitoring and measuring all
impacts associated with deteriorating water systems and their relative
importance, State and Federal subsidies will likely be unavailable or insufficient
to fully address this issue, and the needed capital funds will be limited by
increasing demands to keep water rates affordable. Investment in buried
infrastructure will also be in direct competition with other more visible and
regulatory driven infrastructure needs. Historically, buried infrastructure
investment, absent regulatory compliance directives, or gross system failures,
have been subordinate to regulatory driven investment or capital needs
associated with more highly visible projects. The competition for capital funds
is made more difficult when a comparison of “direct” costs of repair versus
rehabilitation or replacement almost always favors continuing to repair a
deteriorated water main. Therefore, a utility must measure and present credible
evidence of the indirect costs and impacts associated with poorly performing
systems including service interruptions, community disturbance, and health
risks in order to support the need for capital investment.
Conclusions:
a. The industry’s assessment
of buried infrastructure needs appears to be reasonable although health risks have not factored into the
analysis to date.
b. Utilities have begun
addressing the issue, although primarily with a reactive approach. A
pro-active, uniform, and systematic approach would be more efficient. The
current level of investment may be inadequate.
c. Direct costs (repair vs.
replace) will not drive the decision making process. Health risks, commercial
and service impacts must be considered. The appropriate time to replace or
rehabilitate a main is when it stops providing the level of service that is
expected of it.
d. Operational strategies,
rehabilitation technologies, and preventative technologies have merit and
should be considered in the decision making process.
e. Broad based assessment
methods are useful planning tools but are not adequate to use as a management
tool.
f. A performance based
management plan is valuable, and integration with operations and information
management strategies is essential.
g. A prudent and systematic
management process will better serve a utility in the support of capital
investment needed to properly replace or rehabilitate distribution systems.
h. “Knowing your system” and
organizing the data is the first and most critical step in any buried
infrastructure management approach.
i. Training and education of
personnel regarding technical issues associated with buried infrastructure is
critical. Specifically, the technical content would include hydraulic transients,
pipe failure mechanisms, operational strategies for reducing or eliminating
pipe failures, pipe rehabilitation techniques, and corrosion control.
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