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Model Conceptualization Procedure for River (Flood) Hydraulic Computations: Case Study of the Demer River, Belgium

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  • Po-Kuan Chiang
  • Patrick Willems

Abstract

Model-supported real-time flood control requires the development of effective and efficient hydraulic models. As large numbers of iterations are to be executed in optimization procedures, the hydraulic model needs to be computationally efficient. At the same time, it is also required to generate high-accuracy results. Therefore, an identification and calibration procedure was developed for the purpose of having this conceptual model built up and calibrated based on a limited number of simulations with a more detailed full hydrodynamic model. The performance of the conceptual model was evaluated for historical events under different regulation conditions. Robustness test results show close agreement, with Nash-Sutcliffe Efficiency values higher than 0.90. In addition, it is found that the conceptual model is capable of accomplishing simulation of historical flood events within few seconds. That is much faster than the detailed full hydrodynamic model, which enables the conceptual model to be applied for real-time flood control. Copyright Springer Science+Business Media Dordrecht 2013

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  • Po-Kuan Chiang & Patrick Willems, 2013. "Model Conceptualization Procedure for River (Flood) Hydraulic Computations: Case Study of the Demer River, Belgium," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 27(12), pages 4277-4289, September.
  • Handle: RePEc:spr:waterr:v:27:y:2013:i:12:p:4277-4289
    DOI: 10.1007/s11269-013-0407-z
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    References listed on IDEAS

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    1. Dilini Delgoda & Syed Saleem & Malka Halgamuge & Hector Malano, 2013. "Multiple Model Predictive Flood Control in Regulated River Systems with Uncertain Inflows," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 27(3), pages 765-790, February.
    2. J. Ballesteros-Cánovas & M. Sanchez-Silva & J. Bodoque & A. Díez-Herrero, 2013. "An Integrated Approach to Flood Risk Management: A Case Study of Navaluenga (Central Spain)," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 27(8), pages 3051-3069, June.
    3. Long Ngo & Henrik Madsen & Dan Rosbjerg & Claus Pedersen, 2008. "Implementation and Comparison of Reservoir Operation Strategies for the Hoa Binh Reservoir, Vietnam using the Mike 11 Model," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 22(4), pages 457-472, April.
    4. J. Yazdi & S. Salehi Neyshabouri, 2012. "A Simulation-Based Optimization Model for Flood Management on a Watershed Scale," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 26(15), pages 4569-4586, December.
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    Cited by:

    1. Vincent Wolfs & Patrick Willems, 2017. "Modular Conceptual Modelling Approach and Software for Sewer Hydraulic Computations," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 31(1), pages 283-298, January.
    2. Po-Kuan Chiang & Patrick Willems, 2015. "Combine Evolutionary Optimization with Model Predictive Control in Real-time Flood Control of a River System," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 29(8), pages 2527-2542, June.

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