Chapter
Nov 9, 2012

Upper Feeder and San Gabriel Canyon Valve Structure: Hydraulic Transient Analysis

Publication: Pipelines 2012: Innovations in Design, Construction, Operations, and Maintenance, Doing More with Less

Abstract

This paper presents the results of a hydraulic transient analysis for a 42.6 km (26.5 mile) long treated water pipeline near Los Angeles, California. Simulations were performed for controlled closing of an in-line valve structure and safe gate close times were recommended to prevent the pressure from exceeding the maximum allowable pressure of the pipeline. Surge control measures were also developed to eliminate the possibility of vapor cavity formation and large magnitude negative pressures in the pipeline following both controlled closure and accidental sudden closure of the in-line valve structure.

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Published In

Go to Pipelines 2012
Pipelines 2012: Innovations in Design, Construction, Operations, and Maintenance, Doing More with Less
Pages: 1428 - 1437

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Published online: Nov 9, 2012

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David H. Axworthy, Ph.D. [email protected]
P.E.
M.ASCE
Principal, Northwest Hydraulic Consultants, 80 South Lake Avenue, Suite 800, Pasadena, CA 91101. E-mail: [email protected]
Nami Tanaka [email protected]
P.E.
M.ASCE
Project Engineer, Northwest Hydraulic Consultants, 80 South Lake Avenue, Suite 800, Pasadena, CA 91101. E-mail: [email protected]
Ernest H. Ariza [email protected]
P.E.
Engineer, Hydraulics Team, Engineering Services Group, The Metropolitan Water District of Southern California, 700 N. Alameda St., Los Angeles, CA 90012. E-mail: [email protected]

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