Abstract
This paper presents an optimization model for determining the minimum cost rehabilitation and replacement of pipes in water distribution systems. The advantages of the proposed model include the ability to: 1) handle the optimal timing of rehabilitation/replacement for water distribution system components; 2) incorporate various kinds of cost functions; and 3) link a mixed-integer linear program solver, a nonlinear program solver, and a hydraulic simulator into an optimization framework.
| Original language | English |
|---|---|
| Title of host publication | Unknown Host Publication Title |
| Place of Publication | Boston, MA, United States |
| Publisher | Publ by ASCE |
| Pages | 82-87 |
| Number of pages | 6 |
| ISBN (Print) | 0872627551 |
| Publication status | Published - 1990 Jan 1 |
| Externally published | Yes |
| Event | Water Resources Infrastructure: Needs, Economics, and Financing - Fort Worth, TX, USA Duration: 1990 Apr 18 → 1990 Apr 20 |
Other
| Other | Water Resources Infrastructure: Needs, Economics, and Financing |
|---|---|
| City | Fort Worth, TX, USA |
| Period | 90/4/18 → 90/4/20 |
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ASJC Scopus subject areas
- Engineering(all)
Cite this
Rehabilitation model for water distribution systems. / Kim, Joong Hoon; Mays, Larry W.
Unknown Host Publication Title. Boston, MA, United States : Publ by ASCE, 1990. p. 82-87.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
}
TY - GEN
T1 - Rehabilitation model for water distribution systems
AU - Kim, Joong Hoon
AU - Mays, Larry W.
PY - 1990/1/1
Y1 - 1990/1/1
N2 - This paper presents an optimization model for determining the minimum cost rehabilitation and replacement of pipes in water distribution systems. The advantages of the proposed model include the ability to: 1) handle the optimal timing of rehabilitation/replacement for water distribution system components; 2) incorporate various kinds of cost functions; and 3) link a mixed-integer linear program solver, a nonlinear program solver, and a hydraulic simulator into an optimization framework.
AB - This paper presents an optimization model for determining the minimum cost rehabilitation and replacement of pipes in water distribution systems. The advantages of the proposed model include the ability to: 1) handle the optimal timing of rehabilitation/replacement for water distribution system components; 2) incorporate various kinds of cost functions; and 3) link a mixed-integer linear program solver, a nonlinear program solver, and a hydraulic simulator into an optimization framework.
UR - http://www.scopus.com/inward/record.url?scp=0025238201&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0025238201&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:0025238201
SN - 0872627551
SP - 82
EP - 87
BT - Unknown Host Publication Title
PB - Publ by ASCE
CY - Boston, MA, United States
ER -