Model for real-time optimal flood control operation of a reservoir system

Olcay I. Unver; Larry Mays

doi:10.1007/BF00429923

Model for real-time optimal flood control operation of a reservoir system

Olcay I. Unver, Larry Mays

IAFSE-SEBE: Civil and Environmental Engineering

Research output: Contribution to journal › Article › peer-review

80 Scopus citations

Abstract

A methodology and model have been developed for the real-time optimal flood operation of river-reservoir systems. This methodology is based upon combining a nonlinear programming model with a flood-routing simulation model within an optimal control framework. The generalized reduced gradient code GRG2 is used to perform the nonlinear optimization and the simulator is the U.S. National Wheather Service DWOPER code. Application of the model is illustrated through a case study of Lake Travis on the Lower Colorado River in Texas.

Original language	English (US)
Pages (from-to)	21-46
Number of pages	26
Journal	Water Resources Management
Volume	4
Issue number	1
DOIs	https://doi.org/10.1007/BF00429923
State	Published - Mar 1 1990

Keywords

Flood control
optimization
reservoir operation
unsteady flow

ASJC Scopus subject areas

Civil and Structural Engineering
Water Science and Technology

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10.1007/BF00429923

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AB - A methodology and model have been developed for the real-time optimal flood operation of river-reservoir systems. This methodology is based upon combining a nonlinear programming model with a flood-routing simulation model within an optimal control framework. The generalized reduced gradient code GRG2 is used to perform the nonlinear optimization and the simulator is the U.S. National Wheather Service DWOPER code. Application of the model is illustrated through a case study of Lake Travis on the Lower Colorado River in Texas.

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KW - unsteady flow

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Model for real-time optimal flood control operation of a reservoir system

Abstract

Keywords

ASJC Scopus subject areas

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