Application of a shallow water model to analyze environmental effects in the Amazon Estuary Region: a case study of the Guajará Bay (Pará – Brazil)

Author:

Barros M. L. C.1,Batista A. G.2,Sena M. J. S.3,Amarante Mesquita A. L.4,Blanco C. J. C.5

Affiliation:

1. Researcher of Federal University of Rio de Janeiro, Cidade Universitária, Centro de Tecnologia, Bloco D, Laboratório 206 I, Ilha do Fundão, Rio de Janeiro 21945-970, Brazil

2. Master in Mechanical Engineering – Mechanical Engineering Post-Graduation Program PPGEM/ITEC/UFPA – Federal University of Pará, Rua Augusto Côrrea, 01, Belém, Pará, 66075-110, Brazil

3. Professor in IESAM – Amazon High Studies Institute, Av. Gov. José Malcher, 1148 - Nazaré, Belém, Pará, 66055-260, Brazil

4. Professor in School of Mechanical Engineering FEM/ITEC/UFPA – Federal University of Pará, Rua Augusto Côrrea, 01, Belém, Pará, 66075-110, Brazil

5. Professor in School of Sanitary and Environmental Engineering FAESA/ITEC/UFPA – Federal University of Pará, Rua Augusto Côrrea, 01, Belém, Pará, 66075-110, Brazil

Abstract

This study used hydrodynamic modeling to investigate the hydrodynamic circulation and pollutant transport of the Guajará Bay-PA. The hydrodynamic modeling was performed using the classical Saint-Venant model for shallow waters. The pollutant dispersion was described using a Lagrangian deterministic model that simulates advective–diffusive transport with kinetic reactions for two-dimensional flow. The finites elements method was used to solve the Saint-Venant and transport equations. The bathymetry data were obtained by combining the data from nautical charts provided by the Directorate of Hydrography and Navigation of the Brazilian Navy. The substrate grain size data for the determination of rugosity were obtained from literature. Data on the tides, the wind and the flowrate of the rivers that form the Guajará bay were used as the boundary conditions in the simulation of the hydrodynamic circulation and the pollutant dispersion scenarios. Flood and ebb tide patterns were simulated, which enabled the contaminant plumes of the Guajará Bay to be simulated. An analysis of the simulated fecal coliform plumes indicated that these pollutants that are produced in the metropolitan region of Belém flow towards the beaches in the North, especially those in the Icoaraci and Outeiro districts, affecting the bathing water quality.

Publisher

IWA Publishing

Subject

Water Science and Technology

Reference20 articles.

1. ANA 2009 Agência Nacional de Águas (Brasil), Recursos hídricos da bacia hidrográfica dos rios Tocantins e Araguaia: relatório síntese/Agência Nacional de Águas [National Water Agency (Brazil), Water resources of the hydrographic basin of Tocantins and Araguaia rivers: synthesis report/National Water Agency]. Brasília: ANA; SPR.

2. Barbosa A. J. S. Silva V. M. 2002 Ocupação Urbana e Degradação Ambiental: a Problemática do Lançamento de Efluentes Domésticos nas Bacias Hidrográficas do Município de Belém – Pa [Urban Occupation and Environmental Degradation: the Problem of Domestic Effluent Disposal in Hydrographic Basins from the Municipality of Belém – Pa]. Belém, Universidade Federal do Pará, Centro Tecnológico, Departamento de Hidráulica e Saneamento, Completion of course dissertation.

3. Barros M. L. C. 2005 Calibração de um Modelo Hidrodinâmico da Baía de Guajará [Calibration of a Hydrodynamic Model for Guajará Bay]. Belém, Universidade Federal do Pará, Centro Tecnológico, Departamento de Engenharia Mecânica, Master's thesis, p. 167.

4. A water flow pattern analysis of Guajará Bay: Amazon Estuary – Brazil;Barros;Journal of the Brazilian Society of Mechanical Sciences and Engineering,2011

5. Batista A. G. 2005 Construção de um Modelo de Dispersão de Poluentes na Baía do Guajará [Construction of a Model for Pollutant Dispersion in the Guajará Bay]. Belém, Universidade Federal do Pará, Centro Tecnológico, Departamento de Engenharia Mecânica, Master's thesis, p. 131.

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