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Feasibility Study of the Implementation of a Wastewater Treatment Plant in the City of Tulear Madagascar 2018

Author

Listed:
  • Andrianaivoravelona Rafihavanana Rajaona

    (University of Antananarivo, Madagascar)

  • Pierre Hervé Ravelonandro

    (University of Antananarivo, Madagascar)

  • Antsatiana Ravaloera

    (Autorité Nationale De l’Eau et de l’Assainissement (ANDEA), Madagascar)

  • Lova Marcellin Andriamanampisoa

    (Autorité Nationale De l’Eau et de l’Assainissement (ANDEA), Madagascar)

Abstract

The city of Tulear is undergoing environmental degradation. The wastewater is heavily polluted, the average values observed for biological oxygen demand (282,347 ± 76,907 mg.L-1), chemical oxygen demand (579,302 ± 161,102 mg.L-1), and suspended solids (859,114 ± 816,707 mg.L-1) are above the standard discharge values. This study allowed us to design a treatment system and to make a technical, economic, environmental and social assessment of the treatment plant. Thus, the treatment method chosen is the physico-chemical process of coagulation – flocculation –filtration. Indeed, for a population of 368,020 inhabitants, the average hourly discharge rate is estimated at 662.436 m3/d. In addition, the number of bars for grids n°1 and n°2 are respectively 34 and 140, the surface of the sedimentation basin is estimated at 204,5m2, the optimal dose of coagulant (Al2(SO4)3) and flocculant (polyacrylamide) for the coagulation-flocculation basin are respectively 300 mg.L-1and 2 mg.L-1and this gives a considerable drop in suspended solids of the order of 15,22 mg.L-1after treatment. For the settling basin, the volume of clarifier is estimated at 306,68m3, finally the sludge produced is estimated at 1613,66 m3.

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Handle: RePEc:epw:ejgeo0:v:4:y:2023:i:4:id:16410
DOI: 10.24018/ejgeo.2023.4.4.410
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