OPTIMAL CONTROL OF RESERVOIR RELEASES TO MINIMIZE SEDIMENTATION IN RIVERS AND RESERVOIRS1

Authors

  • John W. Nicklow,

    1. Respectively, Assistant Professor of Civil Engineering, Southern Illinois University at Carbondale, Carbondale, Illinois 62901–6603; and Professor, Department of Civil and Environmental Engineering, P.O. Box 875306, Tempe, Arizona 85287–5306 (E-Mail/Nicklow: nicklow@engr.siu.edu).
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  • Larry W. Mays

    1. Respectively, Assistant Professor of Civil Engineering, Southern Illinois University at Carbondale, Carbondale, Illinois 62901–6603; and Professor, Department of Civil and Environmental Engineering, P.O. Box 875306, Tempe, Arizona 85287–5306 (E-Mail/Nicklow: nicklow@engr.siu.edu).
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  • 1

    Paper No. 99167 of the Journal of the American Water Resources Association.Discussions are open until October 1, 2001.

Abstract

ABSTRACT: An optimal control methodology and computational model are developed to evaluate multi-reservoir release schedules that minimize sediment scour and deposition in rivers and reservoirs. The sedimentation problem is formulated within a discrete-time optimal control framework in which reservoir releases represent control variables and reservoir bed elevations, storage levels, and river bed elevations represent state variables. Constraints imposed on reservoir storage levels and releases are accommodated using a penalty function method. The optimal control model consists of two interfaced components: a one-dimensional finite-difference simulation module used to evaluate flow hydraulics and sediment transport dynamics, and a successive approximation linear quadratic regulator (SALQR) optimization algorithm used to update reservoir release policies and solve the augmented control problem. Hypothetical two-reservoir and five-reservoir networks are used to demonstrate the methodology and its capabilities, which is a vital phase towards the development of a more robust optimal control model and application to an existing multiple-reservoir river network.

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