Dam Operation Management Criteria during Floods: Case Study of Dez Dam in Southwest Iran
Authors: Ali Heidari
Abstract:
This paper presents the principles for improving flood mitigation operation in multipurpose dams and maximizing reservoir performance during flood occurrence with a focus on the real-time operation of gated spillways. The criteria of operation include the safety of dams during flood management, minimizing the downstream flood risk by decreasing the flood hazard and fulfilling water supply and other purposes of the dam operation in mid and long terms horizons. The parameters deemed to be important include flood inflow, outlet capacity restrictions, downstream flood inundation damages, economic revenue of dam operation, and environmental and sedimentation restrictions. A simulation model was used to determine the real-time release of the Dez Dam located in the Dez Rivers in southwest Iran, considering the gate regulation curves for the gated spillway. The results of the simulation model show that there is a possibility to improve the current procedures used in the real-time operation of the dams, particularly using gate regulation curves and early flood forecasting system results. The Dez Dam operation data show that in one of the best flood control records, 17% of the total active volume and flood control pool of the reservoir have not been used in decreasing the downstream flood hazard despite the availability of a flood forecasting system.
Keywords: Dam operation, flood control criteria, Dez Dam, Iran.
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[1] Ralph A. W. Civil Engineering Department Texas A&M University, Comparative Evaluation of Generalized River/Reservoir System Models, 2005
[2] Loucks, D. P. and van Beek, E. Water Resources Systems Planning and Management - An Introduction to Methods, Models and Applications, UNESCO Publishing, 2005
[3] Ahmad, S. and Simonovic, S.P. System Dynamics Modeling of Reservoir Operations for Flood Management, Journal of Computing in Civil Engineering, Vol. 14, No. 3, July, 2000.
[4] Ahmad, S., Simonovic, S.P. An Intelligent Decision Support System for Management of floods. Water Resour. Manage. 20, 391–410. https://doi.org/10.1007/S11269-006-0326-3. 2006.
[5] WMO/GWP Associated Programme on Flood Management (APFM), Flood Management in a Changing Climate: A Tool for Integrated Flood Management, Joint Initiative of the World Meteorological Organization (WMO) and The Global Water Partnership (GWP). August 2009.
[6] Cheng, CT., Chau, K.W., Li, G., Li, XY. Collaborative Web Application for Flood Control System of Reservoirs. In: Zhang, Y., Tanaka, K., Yu, J.X., Wang, S., Li, M. (eds) Web Technologies Research and Development - APWEB 2005. Lecture Notes in Computer Science, vol. 3399. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-31849-1_36. 2005.
[7] Ngo, L.L., Madsen, H., Rosbjerg, D. et al. Implementation and Comparison of Reservoir Operation Strategies for the Hoa Binh Reservoir, Vietnam Using the Mike 11 model. Water Res. Manage. 22, 457–472. https://doi.org/10.1007/S11269-007-9172-1. 2008.
[8] Hosseini M., Mousavi S. j., Ardeshir A., Behzadian K., Flood Control Operation of a Multi-Reservoir System Using System Dynamics-Based Simulation Optimization Model, International Conference on Flood Resilience: Experiences in Asia and Europe, Exeter, United Kingdom, 2013.
[9] Karaboga, D., Bagis, A., and Haktanir T. Fuzzy Logic Based Operation of Spillway Gates of Reservoirs During Floods. Technical Note. Journal of Hydrologic Engineering, vol. 9, no. 6, ©ASCE, ISSN 1084-0699/2004/6-544–549. November 2004
[10] FEMA, Federal Guidelines for Dam Safety, Selecting and Accommodating Inflow Design Floods for Dams, 2004.
[11] U.S. Army Corps of Engineers USACE. Management of Water Control Systems, EM 1110-2-3600, 1987.
[12] U.S. Army Corps of Engineers USACE. Engineering and Design Hydrologic Engineering Requirements for Reservoirs, Washington, DC 20314-1000, EM 1110-2-1420, 1997A.
[13] US Army Corps of Engineers USACE. HEC-IHD, Hydrological Engineering Methods for Water Resources Development- Reservoir Analysis for Conservation, 1997B.
[14] US Army Corps of Engineers USACE. Hydrologic Engineering Center, Simulation of Flood Control and Conservation Systems, 1998.
[15] US Army Corps of Engineers USACE. Institute for Water Resources. HEC-Ressim Reservoir System Simulation. User's Manual. 2013.
[16] Heidari, A. Flood Vulnerability of the Karun River System and Short‐Term Mitigation Measures. Journal of Flood Risk Management, 7(1), 65-80. 2014.
[17] US Army Corps of Engineers USACE. Hydrologic Engineering Center. HEC-HMS User's Manual. 2013.
[18] www.irandams.ir website, Recorded daily and hourly data for Dez dam operation