Chapter
Aug 30, 2024

An Emergency Design Approach for Immediate Rehabilitation of 4 mi of a Critical 20-in. Water Transmission Main

ABSTRACT

The Brock Bridge Road Water Transmission Main is a 17,600 LF (3.33 mi) 20-in. ductile iron water main constructed in the 1990s which is the sole water supply for over 30,000 residents within the Maryland City community of Anne Arundel County, MD. Recent corrosion-related failures resulted in long-duration water outages prompting the County to develop a holistic assessment and comprehensive emergency rehabilitation approach. The primary goal of the assessment was to evaluate the condition of the main to develop an immediate rehabilitation approach. Phase I comprised of installing 3,000 LF of temporary 12-in. HDPE water main to provide bypass in the event of successive failures on the 20-in. transmission main. Phase II was comprised of open-trench excavating 3,200 LF of 20-in. Ductile Iron Pipeline (DIP) with Polyvinyl Chloride (PVC) C900. Phase III was comprised of the replacement of an additional 1,100 LF of 20-in. DIP with PVC and the Cured-in-Place-Pipe lining of over 5,200 LF of 20-in. water main. This case study presents a milestone update and lessons learned of the successes and challenges throughout the emergency assessment and design of over 3 mi of critical transmission main.

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REFERENCES

American Water Works Association. (2010). AWWA C105-10 Polyethylene Encasement for Ductile-Iron Pipe Systems.
Kleiner, Y., and Rajani, B. (2002). Quantifying effectiveness of cathodic protection in water mains: theory.
American National Standards Institute and American Water Works Association. (2008). ANSI/AWWA C150 Standard for Thickness Design of Ductile-Iron Pipe.

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Go to Pipelines 2024
Pipelines 2024
Pages: 91 - 100

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Published online: Aug 30, 2024

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Nicholas M. D’Angelo
R. Joeseph Burns, P.E.
Christopher P. Murphy, P.E. [email protected]
4Engineer Administrator, Dept. of Public Works, Anne Arundel County, MD. Email: [email protected]

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