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 | Water Resour Infrastruct Needs Econ Financ |
| Publisher | Publ by ASCE |
| Pages | 82-87 |
| Number of pages | 6 |
| ISBN (Print) | 0872627551 |
| Publication status | Published - 1990 |
| Externally published | Yes |
| Event | Water Resources Infrastructure: Needs, Economics, and Financing - Fort Worth, TX, USA Duration: 1990 Apr 18 → 1990 Apr 20 |
Publication series
| Name | Water Resour Infrastruct Needs Econ Financ |
|---|
Other
| Other | Water Resources Infrastructure: Needs, Economics, and Financing |
|---|---|
| City | Fort Worth, TX, USA |
| Period | 90/4/18 → 90/4/20 |
ASJC Scopus subject areas
- Engineering(all)
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Cite this
Kim, J. H., & Mays, L. W. (1990). Rehabilitation model for water distribution systems. In Water Resour Infrastruct Needs Econ Financ (pp. 82-87). (Water Resour Infrastruct Needs Econ Financ). Publ by ASCE.