Abstract
Periodic flooding in the Cuiabá River Basin (CRB), which is located in the upper Pantanal region, in central-western Brazil, led to the construction of the Manso multipurpose reservoir and power plant. This study evaluates the influence of the Manso reservoir on the attenuation of downstream flooding specifically in the metropolitan area of Cuiabá, which is the capital city of the state of Mato Grosso. The flood routing provided by the Manso reservoir was simulated by means of the Puls modified method (level-pool routing method), and the translation of the flood wave during floodplain passage was calculated with the CLiv hydrodynamic model for critical hydrological events. It is demonstrated that the reservoir reduces the frequency of flood risk to downstream communities for return periods between 50 and 100 years. Despite the flood attenuation, other measures should be undertaken in addition to the reservoir operation to mitigate the impacts of flooding in a comprehensive and appropriate way. In particular, measures related to floodplain land use planning and management are important to ensure that the safety of the population does not exclusively depend on the upstream reservoir.
Similar content being viewed by others
References
Ahmad S, Simonovic SP (2006) An intelligent decision support system for management of floods. Water Resour Manag 20:391–410. doi:10.1007/s11269-006-0326-3
Beven KJ (2001) How far can we go in distributed hydrological modelling? Hydrol Earth Syst Sci 5(1):1–12
Brandão JLB, Barros MTL (2007) Determinação de áreas de inundação para uma bacia urbana. In: Anais do Simpósio de hidráulica e recursos hídricos dos países de língua oficial portuguesa. ABRH, São Paulo, pp 1–13
Butler SS (1957) Engineering hydrology. Prentice-Hall, Englewood Cliffs
Castellarin A, Di Baldassarre G, Bates PD, Brath A (2009) Optimal cross-sectional spacing in Preissmann scheme 1D Hydrodynamic Models. J Hydraul Eng 135:96–105. doi:10.1061/(ASCE)0733-9429(2009)135:2(96)
Chanson H (2004) Environmental hydraulics of open channel flows. Elsevier-Betterworth-Heinemann, Amsterdam
Cunderlik JM, Simonovic SP (2004) Calibration, verification, and sensitivity analysis of the HEC-HMS hydrological model. http://www.eng.uwo.ca/research/iclr/fids/publications/cfcas-climate/reports/report%20IV.pdf. Accessed 28 February 2013
De Paes RP (2011) Análise da translação da onda de cheia efluente do reservatório da UHE Manso na bacia hidrográfica do rio Cuiabá, Mato Grosso. Dissertation, University of São Paulo
De Paes RP, Brandão JLB (2011) Evolução da ocupação urbana na planície de inundação da bacia do rio Cuiabá. In: Anais do XIX Simpósio Brasileiro de Recursos Hídricos. ABRH, Maceió, pp 1–14
De Paiva RCD, Buarque DC, Collischonn W, Bonnet MP, Frappart F, Calmant S, Mendes CAB (2013) Large-scale hydrologic and hydrodynamic modelling of the Amazon River basin. Water Resour Res. doi:10.1002/wrcr.20067, American Geophysical Union
FCTH (2003) Fundação Centro Tecnológico de Hidráulica. CLiv – Software para simulação de escoamentos em condutos livres: manual do usuário. University of São Paulo. http://www.fcth.br/pub/softwares/manual_cliv.pdf. Accessed 17 September 2010
Furnas (2002) Furnas Centrais Elétricas S. A. Aproveitamento Múltiplo de Manso - Memória técnica. Furnas, Rio de Janeiro
Getirana ACV (2005) Análise de soluções de conflitos pelo uso da água no setor agrícola através de técnicas de PL. Dissertation, Federal University of Rio de Janeiro
Hunter NM, Bates PD, Horritt MS, Wilson MD (2007) Simple spatially-distributed models for predicting flood inundation: a review. Geomorphology 90:208–225. doi:10.1016/j.geomorph.2006.10.021
Ligget JA, Cunje JA (1975) Numerical methods of solution of the unsteady flow equations. In: Mahmood K, Yevjevich V (eds) Unsteady flow in open channels. Water Resources Publications, Fort Colins, pp 89–182
Nandalal KDW (2009) Use of a hydrodynamic model to forecast floods of Kalu River in Sri Lanka. J Flood Risk Manag 2:151–158. doi:10.1111/j.1753-318X.2009.01032.x
Ngo LL, Madsen H, Rosbjerg D, Pedersen CB (2008) Implementation and comparison of reservoir operation strategies for the Hoa Binh Reservoir, Vietnam using the Mike 11 Model. Water Resour Managt 22:457–472. doi:10.1007/s11269-007-9172-1
Ono S (2008) Sistema de suporte a decisão para gestão de água urbana – URBSSD. Dissertation, University of São Paulo
Paz AR, Bravo JM, Allasia D, Collischonn W, Tucci CEM (2010) Large-scale hydrodynamic modelling of a complex river network and floodplains. J Hydrol Eng 15(2):152–165. doi:10.1061/(ASCE)HE.1943-5584.0000162
Paz AR, Collischonn W, Tucci CEM, Padovani CR (2011) Large-scale modelling of channel flow and floodplain inundation dynamics and its application to the Pantanal (Brazil). Hydrol Process 25:1498–1516
Pramanik N, Panda RK, Sen D (2009) One dimensional hydrodynamic modelling of river flow using DEM extracted river cross-sections. Water Resour Manag 24:835–852. doi:10.1007/s11269-009-9474-6
Puls LG (1928) Flood regulation of the Tennessee River. House Document. № 185, 70th Congress, Sp. Session, U.S. Government Printing Office, Washington, D.C
SAAF (2003) Secretaria de Agricultura e Assuntos Fundiários do Estado de Mato Grosso. Diagnóstico da bacia hidrográfica do Rio Cuiabá http://archive.iwlearn.net/www.ana.gov.br/www.ana.gov.br/gefap/conteudoa6bd.html?ecod=290&mcod=6&idmcod=1. Accessed 28 February 2013
Samuels PG (1990) Cross-section location in 1-D models. In: White WR (ed) Proceedings of 1st International Conference on River Flood Hydraulics. Wiley, Chinchester, pp 339–350
Sanyal J, Carbonneau P, Densmore AL (2013) Hydraulic routing of extreme floods in a large ungagged river and the estimation of associated uncertainties: a case study of the Damodar River, India. Nat Hazard. doi:10.1007/s11069-012-0540-7
Shirashi FK (2003) Avaliação dos efeitos da construção do APM Manso no controle das cheias nas áreas urbanas das cidades de Cuiabá e Várzea Grande - MT. Dissertation, Federal University of Rio de Janeiro
Silva RAP (2006) Sistemas de suporte à tomada de decisões em gerenciamento de cheias. Dissertation, University of São Paulo
Silva DLM, Braga RS (2000) Sistema de monitoramento hidrológico durante a fase de enchimento do reservatório do APM Manso. In: Anais do I Simpósio de Recursos Hídricos do Centro-Oeste. ABRH, Brasília, pp 1–23
Yazdi J, Neyshabouri SAA (2012) A simulation-based optimization model for flood management on a watershed scale. Water Resour Manag 26:4569–4586. doi:10.1007/s11269-012-0167-1
Acknowledgments
The authors would like to thank the team who collaborated on completing the cross-section surveys conducted on the Manso and Cuiabá Rivers in partnership with the University of São Paulo (USP) and the Federal University of Mato Grosso (UFMT) with the financial support of the Brazilian Federal Agency for the Support and Evaluation of Graduate Education (CAPES). They also thank CAPES for the research grant at the master’s level provided to the first author and Furnas Power Company for providing all the data related to the Manso reservoir and power plant.
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
de Paes, R.P., Brandão, J.L.B. Flood Control in the Cuiabá River Basin, Brazil, with Multipurpose Reservoir Operation. Water Resour Manage 27, 3929–3944 (2013). https://doi.org/10.1007/s11269-013-0388-y
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11269-013-0388-y