| contributor author | Edward J. Anderson | |
| contributor author | Khairy H. Al-Jamal | |
| date accessioned | 2017-05-08T21:07:07Z | |
| date available | 2017-05-08T21:07:07Z | |
| date copyright | May 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9496%281995%29121%3A3%28235%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/39349 | |
| description abstract | This paper illustrates a methodology for the simplification of complicated hydraulic networks. The aim is to create a small hydraulic network that will in certain ways mimic the behavior of a larger network. The approach used is based on nonlinear programming to minimize a measure of the difference between the original and the simplified networks. As an illustration of this technique, a particular example drawn from part of the London distribution network is investigated. We discuss the accuracy that can be obtained by using different numbers of nodes in the simplified network. | |
| publisher | American Society of Civil Engineers | |
| title | Hydraulic-Network Simplification | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 3 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(1995)121:3(235) | |
| tree | Journal of Water Resources Planning and Management:;1995:;Volume ( 121 ):;issue: 003 | |
| contenttype | Fulltext | |