| contributor author | G. C. Dandy | |
| contributor author | M. O. Engelhardt | |
| date accessioned | 2017-05-08T21:08:05Z | |
| date available | 2017-05-08T21:08:05Z | |
| date copyright | March 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9496%282006%29132%3A2%2879%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/39995 | |
| description abstract | Two of the main performance criteria of a water distribution system are that it is inexpensive to construct, operate, and maintain and that it operates in a reliable manner. These two criteria are often conflicting, thus implying that the decision maker needs to reach a compromise in scheduling mains for replacement. One way to facilitate this decision is to generate a trade-off surface that represents the compromise between the two objectives. This paper demonstrates the use of genetic algorithms to generate trade-off curves between cost and reliability for pipe replacement decisions. Curves for two planning scenarios are generated. The first identifies the trade-offs necessary for the current conditions. The second allows the water authority to determine the required levels of future expenditure, given funding constraints, to meet a specified level of service over the entire planning horizon. Alternatively, it provides an estimate of the impact on performance of delaying expenditure. | |
| publisher | American Society of Civil Engineers | |
| title | Multi-Objective Trade-Offs between Cost and Reliability in the Replacement of Water Mains | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 2 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(2006)132:2(79) | |
| tree | Journal of Water Resources Planning and Management:;2006:;Volume ( 132 ):;issue: 002 | |
| contenttype | Fulltext | |