Crushed recycled glass as a filter medium and comparison with silica sand

The objective of this work was to evaluate crushed recycled glass as a medium for rapid filtration. In the first part of this work, physical and hydraulic characteristics of the glass medium were studied. In the second part, pilot scale inline filtration experiments were carried out using raw waters...

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Veröffentlicht in:Clean : soil, air, water air, water, 2010-10, Vol.38 (10), p.927-935
Hauptverfasser: Soyer, Elif, Akgiray, Ömer, Eldem, Nursen Öz, Saatçı, Ahmet Mete
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Sprache:eng
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Zusammenfassung:The objective of this work was to evaluate crushed recycled glass as a medium for rapid filtration. In the first part of this work, physical and hydraulic characteristics of the glass medium were studied. In the second part, pilot scale inline filtration experiments were carried out using raw waters from three different water sources. Two physically identical filter columns were operated in parallel in all the experiments. One filter contained a silica sand medium that is widely used in Turkey, whereas the other filter contained crushed recycled glass. Experiments were repeated five times as follows: (i) Without the use of a coagulant, (ii–iii) with 5 mg/L and 10 mg/L of alum, and (iv–v) with 5 mg/L and 10 mg/L of ferric chloride. Turbidity, particle counts, and head losses were measured and compared as functions of time. The following were observed: (1) Provided that a coagulant was used, the filter containing crushed glass produced effluent turbidities and particle counts similar to those obtained with the sand filter. (2) The crushed glass medium generated both a smaller clean‐bed head loss and smaller clogging head losses than those of the sand filter. It is concluded that crushed glass shows significant promise as an alternative to silica sand in rapid filtration. Crushed recycled glass is evaluated as an alternative to silica sand in rapid filtration. It is found that, compared to silica sand, head losses are significantly reduced while the effluent quality remains the same.
ISSN:1863-0650
1863-0669
1863-0669
DOI:10.1002/clen.201000217