MODEL FOR THE OPTIMAL REHABILITATION AND REPLACEMENT OF WATER DISTRIBUTION SYSTEM COMPONENTS.

John Woodburn; Kevin Lansey; Larry W. Mays

MODEL FOR THE OPTIMAL REHABILITATION AND REPLACEMENT OF WATER DISTRIBUTION SYSTEM COMPONENTS.

John Woodburn, Kevin Lansey, Larry W. Mays

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

The objective of the model presented is to determine the minimum cost solution, given the nonlinear nature of the equations required to describe the cost and the hydraulics of a water distribution system. The model proposed in this paper is based upon combining a nonlinear optimization procedure with a hydraulic simulation procedure determine which pipes of the water distribution system should be replaced, rehabilitated, or left alone to meet specified demands and pressures and to minimize costs.

Original language	English (US)
Title of host publication	Unknown Host Publication Title
Publisher	ASCE
Pages	606-611
Number of pages	6
ISBN (Print)	0872626105
State	Published - 1987

ASJC Scopus subject areas

Engineering(all)

Cite this

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title = "MODEL FOR THE OPTIMAL REHABILITATION AND REPLACEMENT OF WATER DISTRIBUTION SYSTEM COMPONENTS.",

abstract = "The objective of the model presented is to determine the minimum cost solution, given the nonlinear nature of the equations required to describe the cost and the hydraulics of a water distribution system. The model proposed in this paper is based upon combining a nonlinear optimization procedure with a hydraulic simulation procedure determine which pipes of the water distribution system should be replaced, rehabilitated, or left alone to meet specified demands and pressures and to minimize costs.",

author = "John Woodburn and Kevin Lansey and Mays, {Larry W.}",

year = "1987",

language = "English (US)",

isbn = "0872626105",

publisher = "ASCE",

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AU - Mays, Larry W.

PY - 1987

Y1 - 1987

N2 - The objective of the model presented is to determine the minimum cost solution, given the nonlinear nature of the equations required to describe the cost and the hydraulics of a water distribution system. The model proposed in this paper is based upon combining a nonlinear optimization procedure with a hydraulic simulation procedure determine which pipes of the water distribution system should be replaced, rehabilitated, or left alone to meet specified demands and pressures and to minimize costs.

AB - The objective of the model presented is to determine the minimum cost solution, given the nonlinear nature of the equations required to describe the cost and the hydraulics of a water distribution system. The model proposed in this paper is based upon combining a nonlinear optimization procedure with a hydraulic simulation procedure determine which pipes of the water distribution system should be replaced, rehabilitated, or left alone to meet specified demands and pressures and to minimize costs.

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UR - http://www.scopus.com/inward/citedby.url?scp=0023172149&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0023172149

SN - 0872626105

SP - 606

EP - 611

BT - Unknown Host Publication Title

PB - ASCE

ER -

MODEL FOR THE OPTIMAL REHABILITATION AND REPLACEMENT OF WATER DISTRIBUTION SYSTEM COMPONENTS.

Abstract

ASJC Scopus subject areas

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