09.05.2013 Views

CAPÍTULO UNO

CAPÍTULO UNO

CAPÍTULO UNO

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

TRADICIÓN E INNOVACIÓN S.A. de C.V.<br />

4.3.2.4 Sedimentador secundario<br />

Q1 Q3 Q3<br />

Q1= 5,264L/d = Afluente (agua que proviene del filtro percolador)<br />

Q2 = Lodos<br />

Q3 = Efluente<br />

Q2<br />

Para él calculo de Q2 tomamos en cuenta principalmente la remoción de SST,<br />

considerando el 60% de remoción de sólidos.<br />

Donde SST1 = 81,963 mg/d<br />

Flujo SST2 = (81,963 mg/d) * (0.60) = 49,177 mg/d<br />

BALANCE PARA SST:<br />

SST3 = 81,963 mg/d - 49,177 mg/d<br />

SST3 = 32,786 mg/d<br />

SST3 = 6.23 mg/L<br />

364

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!