Chapter
Jul 11, 2018
Pipelines 2018
Mitigating the Hidden Costs of Pipeline Sediment Deposition
Authors: Jason Ward [email protected], Eric Engelskirchen [email protected], Nick Landes, Ph.D. [email protected], Travis Markham [email protected], and Travis Williams [email protected]Author Affiliations
Publication: Pipelines 2018: Condition Assessment, Construction, and Rehabilitation
ABSTRACT
Sediment deposition in pipelines is an often-overlooked future maintenance headache, which can cause increased headloss and decreased efficiency of water transmission systems. Pipeline designers can better understand the potential for sediment deposition and mitigate the future problems by investigating water quality and developing procedures for maintaining pipelines. Collecting water samples can provide sediment type, size, and quantity within a water source. That data can then be used to calculate the deposition and settling velocities of the anticipated sediment and provide the designer with design criteria for the pipeline. The methods for removing sediment can vary in cost especially if not included in the initial pipeline construction. In the end, determining the anticipated cost of sediment management provides owners with valuable information for operating their transmission systems to the performance they were designed for and saves money in the process.
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9.0 REFERENCES
Hall, M.N. (2006). Minimum Flow Velocity for Slurry Lines, 24590-WTP-GPG-M-0058, Rev. 0, Bechtel National, Inc., Richland, WA.
Oroskar, A.R., and Turian, R.M. (1980). “The critical velocity in pipeline flow of slurries.” AlChE Journal, 26(4), 550–558.
Poloski, A.P., Adkins, H.E., Abrefah, J., Casella, A.M., Hohimer, R.E., Nigl, F., Minette, M.J., Toth, J.J., Tingey, J.M., and Yokuda, S.T. (2009). Deposition Velocities of Newtonian and Non-Newtonian Slurries in Pipelines, PNNL-17639, WTP-RPT-174, Rev. 0, Pacific Northwest National Laboratory, Richland, WA.
Thomas, A.D. (1979). “Predicting the deposit velocity for horizontal turbulent pipe flow of slurries.” International Journal of Multiphase Flow, 5(2), 113–129.
Information & Authors
Information
Published In
Pipelines 2018: Condition Assessment, Construction, and Rehabilitation
Pages: 40 - 47
Editors: Christopher C. Macey, AECOM and Jason S. Lueke, Ph.D., Associated Engineering
ISBN (Online): 978-0-7844-8165-3
Copyright
© 2018 American Society of Civil Engineers.
History
Published online: Jul 11, 2018
Published in print: Jul 12, 2018
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Authors
Affiliations
P.E.
Freese and Nichols, Inc., 10497 Town and Country Way, Suite 600, Houston, TX 77024. E-mail: [email protected]
P.E.
Freese and Nichols, Inc., 10497 Town and Country Way, Suite 600, Houston, TX 77024. E-mail: [email protected]
P.E.
Freese and Nichols, Inc., 4055 International Plaza, Suite 200, Fort Worth, TX 76109. E-mail: [email protected]
P.E.
North Texas Municipal Water District, 501 E. Brown St., Wylie, TX 75098. E-mail: [email protected]
P.E.
Sabine River Authority of Texas, 12777 N. Hwy. 87, Orange, TX 77632. E-mail: [email protected]
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