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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Søborg, Ditte Andreasen
VIA University College
in Cooperation with on an Cooperation-Score of 37%
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document
Stratification of physical parameters in dual media filters at 10 waterworks
Abstract
In Denmark, the use of dual media in rapid sand filters for drinking water treatment is widespread. In<br/>gravity filters with groundwater sources, the typical construction is a 50-100 cm layer of sand (granular<br/>quarts) overlain by a 30-50 cm layer of granular anthracite. The anthracite has a larger grain size than the<br/>sand, which purportedly reduces clogging and the required frequency of backwashing.<br/>Filter backwashing can influence the layering of filter material. According to the textbook explanation,<br/>backwashing removes trapped iron oxides from the pore volume and returns the grains to their original<br/>layered position with the anthracite on top. This study examined this explanation in detail, using filter<br/>media samples from 10 waterworks. The study identified potential causes of stratification or lack thereof as<br/>well as the variation of selected physical filter media parameters with depth.<br/>Large amounts of data were collected from various depths in the filters at 10 waterworks. Measured<br/>parameters included grain size distribution, grain coating, porosity, particle density, grain shape, bed<br/>expansion, iron mass balance, media age, media growth, and backwash procedures.<br/>Results showed that almost every physical parameter that was measured varied greatly from one<br/>waterworks to another. Strong correlations between certain parameters were found. The take home<br/>message is that a new explanation regarding the effect of backwashing of dual media rapid sand filters<br/>must replace the existing textbook explanation. The new narrative is closely bound to the backwash<br/>procedure, the age of the filter media, the density of the granular material and other parameters. This<br/>understanding has wide-reaching consequences for the operation of drinking water treatment plants.