Recomendações

Circular weirAvailable NPSH calculationUASB reactor: plan area and depthUASB reactor: influent distribution systemCentrifugal Decanter (Pieralisi)UASB cylindrical D = 2,40 m; V = 23,28 m³Dados básicos para o projeto de estações de tratamento de esgoto sanitário

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Given the population, *per capita* contribution, maximum day and peak
factors, return factor, wastewater network extension,
infiltration rate, calculates the average and maximum flows.

Given the population, *per capita* contribution, maximum day and peak
factors, return factor, wastewater network extension,
infiltration rate, calculates the average and maximum flows.