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Engenharia Civil ·

Saneamento Básico

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Estudo Qd 30000 060 12 15 32625 zona baixa 15625 ls Qd 12000 060 12 05 625 zona alta 625 ls Qd total 15625 625 21875 ls Q 1 15625 86400 45 4500 mm³ 3 Vol 3 Q2 625 86400 18 1800 mm³ 3 vol 3 Q total 4500 1800 6300 m³ levantado elevado 500 m³ enterrado 6300600 3000 m³ 2 2900 m³