TECHNICAL PAPERS
Jul 1, 2005

Sigmoidal Activation of Proportional Integral Control Applied to Water Management

Publication: Journal of Water Resources Planning and Management
Volume 131, Issue 4

Abstract

A conventional proportional integral (PI) controller is modified with a nonlinear activation function (sigmoid function) applied directly to the controller output in order to improve the stability and target fidelity of the system response to large variational inputs in both state and internal controller gain variables. The controller is implemented in a simulated water management role applied to a major subregional pumping station between Lake Okeechobee, the Loxahatchee National Wildlife Refuge (WCA1), and the West Palm Beach supply canal (C51) in the South Florida geographic region. The simulation consists of an integrated hydrological numerical model implemented in the Regional Simulation Model (RSM), which is currently under development at the South Florida Water Management District. Analysis of the modified controller in the Laplace domain establishes the expected control behavior, and subsequent results of the simulation for the conventional PI and the sigmoid modified controller are presented and compared. The modified controller achieves significant improvement in stability while simultaneously reducing the control signal energy.

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References

Belaineh, G., Peralta, R. C., and Hughes, T. C. (1999). “Simulation/optimization modeling for water resources management.” J. Water Resour. Plan. Manage., 125(3), 154–161.
Buyalski, C. P., et al. (1991). Canal systems automation manual, Water Resources Research Laboratory, Bureau of Reclamation, U.S. Dept. of the Interior, Denver, Colo.
Lal, A. M. Wasantha. (1998). “Weighted implicit finite-volume model for overland flow.” J. Hydraul. Eng., 124(9), 941–950.
Park, et al. (2003a). RSM controllers, documentation and user manual, Hydrologic Systems Modeling Division (4340), South Florida Water Management District, West Palm Beach, Fla.
Park, et al. (2003b). RSM management simulation engine, documentation and user manual, Hydrologic Systems Modeling Division (4340), South Florida Water Management District, West Palm Beach, Fla.
Rogers, D. C., and Goussard, J. (1998). “Canal control algorithms currently in use.” J. Irrig. Drain. Eng., 124(1), 11–15.
Water Resources Development Act. (2000). Public Law No. 106-541, 106th Congress, Title VI, Section 601, Washington, D.C.

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 131Issue 4July 2005
Pages: 292 - 298

History

Received: Jun 30, 2003
Accepted: Sep 2, 2004
Published online: Jul 1, 2005
Published in print: Jul 2005

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Authors

Affiliations

Joseph Park
Lead Engineer, Model Development Division, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406.
Randy VanZee
Division Director, Model Development Division, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406.
Wasantha Lal, M.ASCE
Lead Engineer, Model Development Division, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406.
David Welter
Lead Engineer, Model Development Division, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406.
Jayantha Obeysekera, M.ASCE
Director, Office of Modeling, South Florida Water Management District, 3301 Gun Club Rd., West Palm Beach, FL 33406.

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