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.
| Original language | English |
|---|---|
| Pages (from-to) | 243-257 |
| Number of pages | 15 |
| Journal | Journal of Water Resources Planning and Management |
| Volume | 115 |
| Issue number | 2 |
| DOIs | |
| State | Published - Mar 1989 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Geography, Planning and Development
- Water Science and Technology
- Management, Monitoring, Policy and Law