| contributor author | Lindell E. Ormsbee | |
| date accessioned | 2017-05-08T21:06:31Z | |
| date available | 2017-05-08T21:06:31Z | |
| date copyright | March 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9496%281989%29115%3A2%28243%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/38957 | |
| description abstract | An implicit mathematical model is developed for use in calibrating hydraulic network models. The calibration model uses a nonlinear optimization algorithm along with a general network solver to adjust selected model parameters for either steady state or dynamic operating conditions. Adjustable model parameters include: pipe roughness, source grades, and nodal demands. Both a steady state and an extended period calibration example are presented. | |
| publisher | American Society of Civil Engineers | |
| title | Implicit Network Calibration | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 2 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(1989)115:2(243) | |
| tree | Journal of Water Resources Planning and Management:;1989:;Volume ( 115 ):;issue: 002 | |
| contenttype | Fulltext | |
