Optimal reliability based design for water distribution systems

M. John Cullinane; Kevin E. Lansey; Larry W. Mays

Optimal reliability based design for water distribution systems

M. John Cullinane, Kevin E. Lansey, Larry W. Mays

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

Abstract

The methodology presented in this paper explicitly includes availability measures that incorporate both mechanical and hydraulic unavailability of system components for a dynamic system. The methodology incorporates availability measures in the optimal design model WADSOPT developed by Lansey and Mays (1987) to produce a new model WSAVOPT, which determines optimal-reliable designs.

Original language	English (US)
Title of host publication	Proc 1989 Natl Conf Hydraulic Eng
Publisher	Publ by ASCE
Pages	774-779
Number of pages	6
ISBN (Print)	0872627195
State	Published - 1989
Externally published	Yes
Event	Proceedings of the 1989 National Conference on Hydraulic Engineering - New Orleans, LA, USA Duration: Aug 14 1989 → Aug 18 1989

Publication series

Name	Proc 1989 Natl Conf Hydraulic Eng

Other

Other	Proceedings of the 1989 National Conference on Hydraulic Engineering
City	New Orleans, LA, USA
Period	8/14/89 → 8/18/89

ASJC Scopus subject areas

General Engineering

Cite this

@inproceedings{f8c0e2ca461840b59b0aa0ef3169ac50,

title = "Optimal reliability based design for water distribution systems",

abstract = "The methodology presented in this paper explicitly includes availability measures that incorporate both mechanical and hydraulic unavailability of system components for a dynamic system. The methodology incorporates availability measures in the optimal design model WADSOPT developed by Lansey and Mays (1987) to produce a new model WSAVOPT, which determines optimal-reliable designs.",

author = "Cullinane, {M. John} and Lansey, {Kevin E.} and Mays, {Larry W.}",

year = "1989",

language = "English (US)",

isbn = "0872627195",

series = "Proc 1989 Natl Conf Hydraulic Eng",

publisher = "Publ by ASCE",

pages = "774--779",

booktitle = "Proc 1989 Natl Conf Hydraulic Eng",

note = "Proceedings of the 1989 National Conference on Hydraulic Engineering ; Conference date: 14-08-1989 Through 18-08-1989",

}

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T1 - Optimal reliability based design for water distribution systems

AU - Cullinane, M. John

AU - Lansey, Kevin E.

AU - Mays, Larry W.

PY - 1989

Y1 - 1989

N2 - The methodology presented in this paper explicitly includes availability measures that incorporate both mechanical and hydraulic unavailability of system components for a dynamic system. The methodology incorporates availability measures in the optimal design model WADSOPT developed by Lansey and Mays (1987) to produce a new model WSAVOPT, which determines optimal-reliable designs.

AB - The methodology presented in this paper explicitly includes availability measures that incorporate both mechanical and hydraulic unavailability of system components for a dynamic system. The methodology incorporates availability measures in the optimal design model WADSOPT developed by Lansey and Mays (1987) to produce a new model WSAVOPT, which determines optimal-reliable designs.

UR - http://www.scopus.com/inward/record.url?scp=0024859531&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0024859531&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0024859531

SN - 0872627195

T3 - Proc 1989 Natl Conf Hydraulic Eng

SP - 774

EP - 779

BT - Proc 1989 Natl Conf Hydraulic Eng

PB - Publ by ASCE

T2 - Proceedings of the 1989 National Conference on Hydraulic Engineering

Y2 - 14 August 1989 through 18 August 1989

ER -

Optimal reliability based design for water distribution systems

Abstract

Publication series

Other

ASJC Scopus subject areas

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