CAPÍTULO UNO

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TRADICIÓN E INNOVACIÓN S.A. de C.V. Balance para el DQO3 Balance para el DBO3 Balance de los SST (DQO1*Q1)+(DQ0*Q2) = DQO3*Q3 (37.5mg/L*1950L) + (3600 L/d* 150mg) 5550 (L/d) = 110.47mg/d (DBO1*Q1)+(DB0*Q2) = DQO3*Q3 (14mg/L *1950L/d)+(140mg/L*3600L/d) 5550L/d = 95.729mg/dia (SSTI*Q1)+(SSTS*Q3) = SST*Q3 8.4mg/L*1950L/d + 280mg/L*3600L/d 5550L/d =184.57mg/día 351
TRADICIÓN E INNOVACIÓN S.A. de C.V. 4.2.2.2 Sedimentador primario Q1 Q3 Q2 Para poder calcular el flujo Q2 tomamos en cuenta principalmente la remoción de los sólidos suspendidos totales dentro del intervalo (MARK HAMMER) Por lo cual procedemos de la siguiente manera: Balance de los SST SEDIMENTADOR PRIMARIO Flujo SST entrada 184.57 mg/d * 5550L/d = 1024363.5 mg/L Para el parámetro de remoción de SST en sedimentador primario es del 60% por lo tanto el flujo de SST en la purga seria Flujo de SST2 = (1024363.5mg/L) * 0.60 =614,618.1mg/L La purga de lodos en un sedimentador o cualquier equipo que necesite de ello no debe ser mayor al 5% (MarK J Hammner) 352
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CAPÍTULO UNO

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