TECHNICAL PAPERS
Oct 15, 2009

Optimized Flood Control in the Columbia River Basin for a Global Warming Scenario

Publication: Journal of Water Resources Planning and Management
Volume 135, Issue 6

Abstract

Anticipated future temperature changes in the mountainous U.S. Pacific Northwest will cause reduced spring snow pack, earlier melt, earlier spring peak flow and lower summer flow in transient rain-snow and snowmelt dominant river basins. In the context of managed flood control, these systematic changes are likely to disrupt the balance between flood control and reservoir refill in existing reservoir systems. To adapt to these hydrologic changes, refill timing and evacuation requirements for flood control need to be modified. This work poses a significant systems engineering problem, especially for large, multiobjective water systems. An existing optimization/simulation procedure is refined for rebalancing flood control and refill objectives for the Columbia River Basin for anticipated global warming. To calibrate the optimization model for the 20th century flow, the objective function is tuned to reproduce the current reliability of reservoir refill, while providing comparable levels of flood control to those produced by current flood control practices. After the optimization model is calibrated using the 20th century flow the same objective function is used to develop flood control curves for a global warming scenario which assumes an approximately 2°C increase in air temperature. Robust decreases in system storage deficits are simulated for the climate change scenario when optimized flood rule curves replace the current flood control curves, without increasing monthly flood risks.

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Acknowledgments

The writers express their thanks to Beth Faber and David Ford for providing their HEC-PRM model for the Columbia Basin and HEC-PRM related materials, and to Cara McCarthy for providing monthly 2000 level modified flow data for the Columbia Basin. Thanks also to Jay R. Lund and Andrew W. Wood for assistance in designing penalty functions for HEC-PRM.

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 135Issue 6November 2009
Pages: 440 - 450

History

Received: Jul 17, 2007
Accepted: Mar 11, 2009
Published online: Oct 15, 2009
Published in print: Nov 2009

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Authors

Affiliations

Se-Yeun Lee [email protected]
Postdoctoral Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195. E-mail: [email protected]
Alan F. Hamlet, M.ASCE [email protected]
Research Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington and CSES Climate Impacts Group, Univ. of Washington, Seattle, WA 98195. E-mail: [email protected]
Carolyn J. Fitzgerald [email protected]
U.S. Army Corps of Engineers, Seattle District, 4735 East Marginal Way S., Seattle, WA 98134. E-mail: [email protected]
Stephen J. Burges, F.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195 (corresponding author). E-mail: [email protected]

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