| contributor author | Yves R. Filion | |
| contributor author | Bryan W. Karney | |
| date accessioned | 2017-05-08T20:44:21Z | |
| date available | 2017-05-08T20:44:21Z | |
| date copyright | June 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%290733-9429%282002%29128%3A6%28616%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25389 | |
| description abstract | To design and operate a distribution system, one must understand how it will perform when subjected to external hydraulic loads and demands. This paper presents a hybrid model that efficiently tracks the full range of hydraulic conditions, from steady state to waterhammer, in a system over an extended period by coupling a transient simulator with a reservoir routing scheme. The model’s procedure consists of running waterhammer simulations at the start and end of an extended time step to track the rate of filling of a system’s reservoirs and then using this information to update reservoir levels at the end of the time step. Beyond conventional level-of-service and capacity-assessment applications, the hybrid model can help the engineer link system unsteadiness to its associated costs in terms of design and operation. Extended period and worst-case simulations presented in a case study suggest that the hybrid model has a high routing accuracy and can be used effectively to identify the critical state which will produce the most severe transients in a system. | |
| publisher | American Society of Civil Engineers | |
| title | Extended-Period Analysis with a Transient Model | |
| type | Journal Paper | |
| journal volume | 128 | |
| journal issue | 6 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2002)128:6(616) | |
| tree | Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006 | |
| contenttype | Fulltext | |