Technical Papers
Apr 20, 2013

Neural Network–Derived Heuristic Framework for Sizing Surge Vessels

Publication: Journal of Water Resources Planning and Management
Volume 140, Issue 5

Abstract

Surge vessels provide efficient protection against low and high transient pressures in water distribution systems. However, they can be quite expensive, and any reduction in surge vessel size can significantly reduce surge protection costs. Graphical and other heuristic methods reported in literature are limited to sizing surge vessels for simple rising mains. Attempts to use more structured optimization techniques have been largely unsuccessful because of their impractical computational requirements. This article proposes a robust framework for developing surge protection design tools and demonstrates the usefulness of the framework through an example surge vessel sizing tool. The essence of the proposed framework is in the identification of key transient response parameters that influence surge vessel characteristics from seemingly unmanageable transient response data. This parameterization helps the sizing tool to exploit the similarity between transient responses of small pipe networks and subsections of large pipe networks. The framework employs a knowledge-base of transient pressures and flows derived from several small network models and corresponding optimal surge vessel sizes obtained from genetic algorithm (GA) optimizers. Key transient response parameters were identified from this knowledge-base and used as input variables for a neural network model along with the associated surge vessel characteristics as output variables. The trained neural network model was successfully applied for complex pipe networks to obtain optimal surge vessel sizes for transient protection. Neural network model predictions were compared with optimal surge vessel characteristics, and their performance was evaluated by transient simulation models to assess the efficiency of the proposed framework and sizing tool. Application of this framework has the advantage of developing surge protection sizing tools independent of network system schematics and boundary conditions.

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Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 140Issue 5May 2014
Pages: 678 - 692

History

Received: Jul 31, 2012
Accepted: Apr 18, 2013
Published online: Apr 20, 2013
Discussion open until: Sep 20, 2013
Published in print: May 1, 2014

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Authors

Affiliations

Dhandayudhapani Ramalingam, Ph.D. [email protected]
P.E.
Senior Project Engineer, Henningson, Durham & Richardson Incorporated (HDR), Folsom, CA 95630; formerly, Doctoral Student, Civil Engineering Dept., Univ. of Kentucky, Lexington, KY 40506 (corresponding author). E-mail: [email protected]
Srinivasa Lingireddy, Ph.D., M.ASCE
P.E.
KYPIPE Limited Liable Company (LLC), Lexington, KY 40506.

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