Abstract
Mathematical models are developed for determining optimum reservoir releases in order to minimize the aggradation and degradation in downstream river reaches. The physical system is composed of a reservoir-river interaction in which the releases from the reservoir comprise the inflows for the downstream river reach. A finite-difference scheme of sediment routing is adopted to determine the changes of bed profile along the river. The nonlinear programming problem is solved using a nonlinear programming solver, a dynamic programming (DP) procedure, and a differential dynamic programming (DDP) procedure. Four sediment transport functions have been used in order to evaluate and test the validity of the formulation. Chance-constrained formulations are also presented to consider the uncertainties of sediment transport parameters used in the modeling. A rectangular channel is used for the purpose of illustrating the procedure, which is a preliminary step toward the application of the methodology to a large existing system.
Original language | English (US) |
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Pages (from-to) | 251-259 |
Number of pages | 9 |
Journal | Journal of Water Resources Planning and Management |
Volume | 121 |
Issue number | 3 |
DOIs | |
State | Published - May 1995 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Geography, Planning and Development
- Water Science and Technology
- Management, Monitoring, Policy and Law