Water distribution system design considering component failure during static conditions

M. John Cullinane, Kevin E Lansey, Chuda Basnet

Research output: Chapter in Book/Report/Conference proceedingConference contribution

6 Citations (Scopus)

Abstract

A continuous hydraulic availability relationship is presented which more realistically models minimum pressure requirements for water distribution systems. This relationship is used in a minimum cut set framework to define nodal and system availabilities including pipe, pump, and valve failures during static steady state demands. The availability measures have been incorporated in a least cost optimization model which is significantly faster than the model of Su et al, which used a discrete availability relationship.

Original languageEnglish (US)
Title of host publicationProc 1989 Natl Conf Hydraulic Eng
PublisherPubl by ASCE
Pages762-767
Number of pages6
ISBN (Print)0872627195
StatePublished - 1989
Externally publishedYes
EventProceedings of the 1989 National Conference on Hydraulic Engineering - New Orleans, LA, USA
Duration: Aug 14 1989Aug 18 1989

Other

OtherProceedings of the 1989 National Conference on Hydraulic Engineering
CityNew Orleans, LA, USA
Period8/14/898/18/89

Fingerprint

Water distribution systems
Systems analysis
Availability
Pipe
Hydraulics
Pumps
Costs

ASJC Scopus subject areas

  • Engineering(all)

Cite this

Cullinane, M. J., Lansey, K. E., & Basnet, C. (1989). Water distribution system design considering component failure during static conditions. In Proc 1989 Natl Conf Hydraulic Eng (pp. 762-767). Publ by ASCE.

Water distribution system design considering component failure during static conditions. / Cullinane, M. John; Lansey, Kevin E; Basnet, Chuda.

Proc 1989 Natl Conf Hydraulic Eng. Publ by ASCE, 1989. p. 762-767.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Cullinane, MJ, Lansey, KE & Basnet, C 1989, Water distribution system design considering component failure during static conditions. in Proc 1989 Natl Conf Hydraulic Eng. Publ by ASCE, pp. 762-767, Proceedings of the 1989 National Conference on Hydraulic Engineering, New Orleans, LA, USA, 8/14/89.
Cullinane MJ, Lansey KE, Basnet C. Water distribution system design considering component failure during static conditions. In Proc 1989 Natl Conf Hydraulic Eng. Publ by ASCE. 1989. p. 762-767
Cullinane, M. John ; Lansey, Kevin E ; Basnet, Chuda. / Water distribution system design considering component failure during static conditions. Proc 1989 Natl Conf Hydraulic Eng. Publ by ASCE, 1989. pp. 762-767
@inproceedings{d62e21f4100f496799ef39ae5ada58ad,
title = "Water distribution system design considering component failure during static conditions",
abstract = "A continuous hydraulic availability relationship is presented which more realistically models minimum pressure requirements for water distribution systems. This relationship is used in a minimum cut set framework to define nodal and system availabilities including pipe, pump, and valve failures during static steady state demands. The availability measures have been incorporated in a least cost optimization model which is significantly faster than the model of Su et al, which used a discrete availability relationship.",
author = "Cullinane, {M. John} and Lansey, {Kevin E} and Chuda Basnet",
year = "1989",
language = "English (US)",
isbn = "0872627195",
pages = "762--767",
booktitle = "Proc 1989 Natl Conf Hydraulic Eng",
publisher = "Publ by ASCE",

}

TY - GEN

T1 - Water distribution system design considering component failure during static conditions

AU - Cullinane, M. John

AU - Lansey, Kevin E

AU - Basnet, Chuda

PY - 1989

Y1 - 1989

N2 - A continuous hydraulic availability relationship is presented which more realistically models minimum pressure requirements for water distribution systems. This relationship is used in a minimum cut set framework to define nodal and system availabilities including pipe, pump, and valve failures during static steady state demands. The availability measures have been incorporated in a least cost optimization model which is significantly faster than the model of Su et al, which used a discrete availability relationship.

AB - A continuous hydraulic availability relationship is presented which more realistically models minimum pressure requirements for water distribution systems. This relationship is used in a minimum cut set framework to define nodal and system availabilities including pipe, pump, and valve failures during static steady state demands. The availability measures have been incorporated in a least cost optimization model which is significantly faster than the model of Su et al, which used a discrete availability relationship.

UR - http://www.scopus.com/inward/record.url?scp=0024868076&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0024868076&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:0024868076

SN - 0872627195

SP - 762

EP - 767

BT - Proc 1989 Natl Conf Hydraulic Eng

PB - Publ by ASCE

ER -