| contributor author | Thomas M. Walski | |
| date accessioned | 2017-05-08T21:06:07Z | |
| date available | 2017-05-08T21:06:07Z | |
| date copyright | January 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9496%281985%29111%3A1%2843%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/38718 | |
| description abstract | Cleaning and lining a water main is often an economical alternative to installing a parallel main or spending large amounts of money on energy to overcome large head losses due to friction. This paper first presents methods for selecting the length of pipe to be cleaned and lined, and the diameter and length of the parallel pipe to be installed to meet a target head loss. Then, the costs of each approach are compared. In general, the decision to clean and line a main depends mostly on the head loss in the main, at the design flow rate. | |
| publisher | American Society of Civil Engineers | |
| title | Cleaning and Lining Versus Parallel Mains | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 1 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(1985)111:1(43) | |
| tree | Journal of Water Resources Planning and Management:;1985:;Volume ( 111 ):;issue: 001 | |
| contenttype | Fulltext | |
