Effective Flood Control Method in River Downstream Affected by Tidal Effect Using Optimal Operation of Estuary Barrage
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 147, Issue 6
Abstract
This article introduces an effective flood control method in the downstream of a river through the optimal operation of a barrage that is connected with a sea. A new operating model for flood control of an estuary barrage that can comprehensively evaluate the intensive discharge through the floodgates at the estuary barrage during low tide and the flood propagation process in the downstream river system is proposed. The optimization method applied to the operating model of the barrage combines a one-dimensional hydrodynamic model to analyze the flood propagation process in river channels and a search algorithm based on an iterative method to organize the maximum discharge at the estuary barrage during the ebb tide periods. The proposed method was applied to the flood control of the Taedong River downstream in the Democratic People's Republic of Korea, and its effectiveness was shown and evaluated through modeling results. By imagining the downstream boundary of the river before and after the construction of the West Sea Barrage, the inundation simulation at the Taean gauging station in the downstream of the Taedong River for floods of different average recurrence interval (ARI) was achieved by employing the proposed method.
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Acknowledgments
This work was supported by the National Committee of Science and Technology in DPR of Korea.
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Published In
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 147 • Issue 6 • November 2021
Copyright
© 2021 American Society of Civil Engineers.
History
Received: Mar 3, 2021
Accepted: Jun 13, 2021
Published online: Jul 22, 2021
Published in print: Nov 1, 2021
Discussion open until: Dec 22, 2021
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