{"status":"ok","message-type":"work","message-version":"1.0.0","message":{"indexed":{"date-parts":[[2026,6,25]],"date-time":"2026-06-25T19:59:45Z","timestamp":1782417585348,"version":"3.54.5"},"reference-count":13,"publisher":"STEF92 Technology","content-domain":{"domain":[],"crossmark-restriction":false},"short-container-title":[],"published-print":{"date-parts":[[2022,12,27]]},"abstract":"<jats:p>As the planet-s population increases, pollution entering waterways increases, and the availability of non-renewable raw resource materials reduces. It is possible to reduce this pollution by constructing treatment wetlands, but these wetlands use significant amounts of natural aggregates. The question arises: is it not possible to replace non-renewable resources with recycled materials made from construction and demolition waste? This article examines the applicability of recycled building materials as filter media for vertical subsurface flow filters. The recycled aggregates of the 0-4 mm fraction are evaluated in terms of grain size and hydraulic conductivity. For the Czech Republic-s available raw recycled aggregates, washing methods are proposed to produce materials that meet the required grain size limits. Untreated aggregates contain a significant proportion of particles smaller than 0.063 mm (up to 21.8%), significantly reducing their hydraulic conductivity and preventing their use in water filtration. However, concrete and masonry aggregates with dust particle contents of 0.3% and 1.5% can be obtained through washing. The washed materials subsequently show an increase in hydraulic conductivity up to the required range of values, that is 10?4-10?3 m s?1. According to the evaluation carried out, it is possible to apply treated recycled materials to wastewater filtration. At the same time, the application of construction waste in constructed treatment wetlands creates opportunities to use fine recycled aggregates (0-4 mm) in these areas, which are currently limited, in the future.<\/jats:p>","DOI":"10.5593\/sgem2022v\/4.2\/s18.10","type":"proceedings-article","created":{"date-parts":[[2023,4,3]],"date-time":"2023-04-03T18:52:19Z","timestamp":1680547939000},"page":"75-82","source":"Crossref","is-referenced-by-count":1,"title":["MODIFICATION BY WASHING OF RECYCLED AGGREGATES FROM CONSTRUCTION AND DEMOLITION WASTE FOR VERTICAL SUBSURFACE FLOW CONSTRUCTED WETLANDS"],"prefix":"10.5593","volume":"22","author":[{"ORCID":"https:\/\/orcid.org\/0000-0002-2159-4755","authenticated-orcid":true,"given":"Ondrej","family":"Zednik","sequence":"first","affiliation":[{"name":"Brno University of Technology, Faculty of Civil Engineering, Institute of Landscape Water Management","place":["Czech Republic"]}],"role":[{"vocabulary":"crossref","role":"author"}]},{"ORCID":"https:\/\/orcid.org\/0000-0002-9014-3536","authenticated-orcid":true,"given":"Michal","family":"Kriska-Dunajsky","sequence":"additional","affiliation":[{"name":"Brno University of Technology, Faculty of Civil Engineering, Institute of Landscape Water Management","place":["Czech Republic"]}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"3602","reference":[{"key":"ref=1","unstructured":"[1] Skopan M., Recycled construction and demolition waste as one of the holders of the circular economy in construction industry, RECYCLING 2020, Czech Republic, 2020, pp 9-16."},{"key":"ref=2","doi-asserted-by":"crossref","unstructured":"[2] Ulsen C. et al., Production of recycled sand from construction and demolition waste. Construction and Building Materials, vol. 40, pp 1168-1173, 2013.","DOI":"10.1016\/j.conbuildmat.2012.02.004"},{"key":"ref=3","unstructured":"[3] CSN 75 6402, Sewage Treatment Plants to 500 of population equivalents, Urad pro technickou normalizaci, metrologii a statni zkusebnictvi, Czech Republic, 2011."},{"key":"ref=4","unstructured":"[4] DWA-A 262E, Grundsatze fur Bemessung, Bau und Betrieb von Klaranlagen mit bepflanzten und unbepflanzten Filtern zur Reinigung hauslichen und kommunalen Abwassers, Hennef: Deutsche Vereinigung fur Wasserwirtschaft, Abwasser und Abfall, 2017."},{"key":"ref=5","unstructured":"[5] Onorm B 2505, Klaranlagen - Intermittierend beschickte Bodenfilter (-Pflanzenklaranlagen-) - Anwendung, Bemessung, Bau, Betrieb, Wartung und Uberprufung, Wien: Osterreichisches Normungsinstitut, 2009."},{"key":"ref=6","doi-asserted-by":"crossref","unstructured":"[6] Brix H., Arias C. A., The use of vertical flow constructed wetlands for on-site treatment of domestic wastewater: New Danish guidelines, Ecological Engineering, vol. 25\/issue 5, pp 491-500, 2005.","DOI":"10.1016\/j.ecoleng.2005.07.009"},{"key":"ref=7","unstructured":"[7] CSN 75 2410, Small water reservoir, Urad pro technickou normalizaci, metrologii a statni zkusebnictvi, Czech Republic, 2011."},{"key":"ref=8","doi-asserted-by":"crossref","unstructured":"[8] Nokkaew K., Tinjum M. J., Benson C. H., Hydraulic Properties of Recycled Asphalt Pavement and Recycled Concrete Aggregate, GeoCongress 2012, USA, 2012, pp 1476- 1485.","DOI":"10.1061\/9780784412121.152"},{"key":"ref=9","doi-asserted-by":"crossref","unstructured":"[9] Martinez I. et al., Influence of Demolition Waste Fine Particles on the Properties of Recycled Aggregate Masonry Mortar. International Journal of Civil Engineering, vol. 16\/issue 9, pp 1213-1226, 2018.","DOI":"10.1007\/s40999-017-0280-x"},{"key":"ref=10","doi-asserted-by":"crossref","unstructured":"[10] Arulrajah A. et al., Geotechnical Properties of Recycled Concrete Aggregate in Pavement Sub-Base Applications, Geotechnical Testing Journal, vol. 35\/issue 5, pp 1-9, 2012.","DOI":"10.1520\/GTJ103402"},{"key":"ref=11","doi-asserted-by":"crossref","unstructured":"[11] Liu F. M., Wang D. Y., Influence of Material Properties on Hydraulic Conductivity and Strength of Aggregates Used for Pavement Base, Advanced Materials Research, vol. 446, pp 2641-2645, 2012.","DOI":"10.4028\/www.scientific.net\/AMR.446-449.2641"},{"key":"ref=12","doi-asserted-by":"crossref","unstructured":"[12] Rodrigues F. et al., Physical-chemical and mineralogical characterization of fine aggregates from construction and demolition waste recycling plants, Journal of Cleaner Production, vol. 52, pp 438-445, 2013.","DOI":"10.1016\/j.jclepro.2013.02.023"},{"key":"ref=13","doi-asserted-by":"crossref","unstructured":"[13] Etxeberria M. et al., Water-Washed Fine and Coarse Recycled Aggregates for Real Scale Concretes Production in Barcelona. Sustainability, vol. 14\/issue 2, 2022.","DOI":"10.3390\/su14020708"}],"event":{"name":"22nd SGEM International Multidisciplinary Scientific GeoConference 2022","theme":"Earth and Planetary Sciences","location":"Vienna, Austria","acronym":"SGEM2022","number":"22","sponsor":["SGEM WORLD SCIENCE (SWS) Scholarly Society, Austria"],"start":{"date-parts":[[2022,12,6]]},"end":{"date-parts":[[2022,12,8]]}},"container-title":["SGEM International Multidisciplinary Scientific GeoConference- EXPO Proceedings","22nd SGEM International Multidisciplinary Scientific GeoConference Proceedings 2022, Energy and Clean Technologies, VOL 22, ISSUE 4.2"],"original-title":[],"deposited":{"date-parts":[[2026,6,25]],"date-time":"2026-06-25T19:26:26Z","timestamp":1782415586000},"score":1,"resource":{"primary":{"URL":"https:\/\/epslibrary.at\/items\/0fe313e1-65e2-41a4-8552-0f5b9e0f65ae\/modification-by-washing-of-recycled-aggregates-from-construction-and-demolition-waste-for-"}},"subtitle":[],"short-title":[],"issued":{"date-parts":[[2022,12,27]]},"references-count":13,"URL":"https:\/\/doi.org\/10.5593\/sgem2022v\/4.2\/s18.10","relation":{},"ISSN":["1314-2704"],"issn-type":[{"value":"1314-2704","type":"print"}],"subject":[],"published":{"date-parts":[[2022,12,27]]}}}