Development of a stormwater treatment system using bottom ash as filter media
This study investigated the applicability of bottom ash as filter media for a stormwater treatment facility. Filtration test experiments were conducted in a 30 × 15 × 15 cm transparent acrylic test reactor using a synthetic run-off, prepared from run-off collected from a wetted impervious road. The...
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Veröffentlicht in: | Desalination and water treatment 2015-03, Vol.53 (11), p.3118-3125 |
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creator | Gorme, Joan B. Maniquiz-Redillas, Marla C. Kim, Lee-Hyung |
description | This study investigated the applicability of bottom ash as filter media for a stormwater treatment facility. Filtration test experiments were conducted in a 30 × 15 × 15 cm transparent acrylic test reactor using a synthetic run-off, prepared from run-off collected from a wetted impervious road. The reactor designed as a stormwater treatment system and incorporated bottom ash as filter media was tested for three flow regimes (i.e. 200, 400, and 800 mL/min) to investigate the treatment performance of the system at various intensities during rainfall events. Based on the findings, the bottom ash media was able to reduce 70% of total suspended solids and more than 50% of iron, zinc, and lead from the synthetic run-off. A design guideline was developed which recommended a facility surface area to catchment area ratio of 0.007–0.015 for the effective treatment of 5, 7.5, and 10 mm design rainfall. |
doi_str_mv | 10.1080/19443994.2014.922307 |
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Filtration test experiments were conducted in a 30 × 15 × 15 cm transparent acrylic test reactor using a synthetic run-off, prepared from run-off collected from a wetted impervious road. The reactor designed as a stormwater treatment system and incorporated bottom ash as filter media was tested for three flow regimes (i.e. 200, 400, and 800 mL/min) to investigate the treatment performance of the system at various intensities during rainfall events. Based on the findings, the bottom ash media was able to reduce 70% of total suspended solids and more than 50% of iron, zinc, and lead from the synthetic run-off. A design guideline was developed which recommended a facility surface area to catchment area ratio of 0.007–0.015 for the effective treatment of 5, 7.5, and 10 mm design rainfall.</description><identifier>ISSN: 1944-3986</identifier><identifier>ISSN: 1944-3994</identifier><identifier>EISSN: 1944-3986</identifier><identifier>DOI: 10.1080/19443994.2014.922307</identifier><language>eng</language><publisher>Abingdon: Elsevier Inc</publisher><subject>Bottom ash ; Catchment areas ; Design application ; Filter media ; Nonpoint source ; Reactors ; Stormwater ; Stormwater treatment ; Total suspended solids</subject><ispartof>Desalination and water treatment, 2015-03, Vol.53 (11), p.3118-3125</ispartof><rights>2014 Elsevier Inc.</rights><rights>2014 Balaban Desalination Publications. 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Filtration test experiments were conducted in a 30 × 15 × 15 cm transparent acrylic test reactor using a synthetic run-off, prepared from run-off collected from a wetted impervious road. The reactor designed as a stormwater treatment system and incorporated bottom ash as filter media was tested for three flow regimes (i.e. 200, 400, and 800 mL/min) to investigate the treatment performance of the system at various intensities during rainfall events. Based on the findings, the bottom ash media was able to reduce 70% of total suspended solids and more than 50% of iron, zinc, and lead from the synthetic run-off. A design guideline was developed which recommended a facility surface area to catchment area ratio of 0.007–0.015 for the effective treatment of 5, 7.5, and 10 mm design rainfall.</description><subject>Bottom ash</subject><subject>Catchment areas</subject><subject>Design application</subject><subject>Filter media</subject><subject>Nonpoint source</subject><subject>Reactors</subject><subject>Stormwater</subject><subject>Stormwater treatment</subject><subject>Total suspended solids</subject><issn>1944-3986</issn><issn>1944-3994</issn><issn>1944-3986</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><recordid>eNp9kEtLxDAQgIsouKz7DzwUvHjpmlfzuAiyPmHFi55DNp1ql7ZZk-zK_ntTqyAeDIQMmW-GmS_LTjGaYyTRBVaMUaXYnCDM5ooQisRBNhm-C6okP_wVH2ezENYonZKJkpFJ9ngNO2jdpoM-5q7OTR6i892HieDz6MHEr0zYhwhdvg1N_5qvXIyuy014Szevm3ZgO6gac5Id1aYNMPt-p9nL7c3z4r5YPt09LK6WhWUIxcIIzBWXK0oBCFOipmA5IgZXclXzUihqpQUrZBpSUFmTkpVYSloyXKESAZ1m52PfjXfvWwhRd02w0LamB7cNGgsiuKCEiISe_UHXbuv7NJ3GXFLKOCcqUWykrHcheKj1xjed8XuNkR406x_NetCsR82p7HIsg7TsrgGvg22gt8mFBxt15Zr_G3wCxP-BcA</recordid><startdate>20150313</startdate><enddate>20150313</enddate><creator>Gorme, Joan B.</creator><creator>Maniquiz-Redillas, Marla C.</creator><creator>Kim, Lee-Hyung</creator><general>Elsevier Inc</general><general>Elsevier Limited</general><scope>6I.</scope><scope>AAFTH</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7QL</scope><scope>7QO</scope><scope>7ST</scope><scope>7T7</scope><scope>7TN</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>H97</scope><scope>KR7</scope><scope>L.G</scope><scope>M7N</scope><scope>P64</scope><scope>SOI</scope><scope>7TG</scope><scope>7TV</scope><scope>KL.</scope></search><sort><creationdate>20150313</creationdate><title>Development of a stormwater treatment system using bottom ash as filter media</title><author>Gorme, Joan B. ; 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Filtration test experiments were conducted in a 30 × 15 × 15 cm transparent acrylic test reactor using a synthetic run-off, prepared from run-off collected from a wetted impervious road. The reactor designed as a stormwater treatment system and incorporated bottom ash as filter media was tested for three flow regimes (i.e. 200, 400, and 800 mL/min) to investigate the treatment performance of the system at various intensities during rainfall events. Based on the findings, the bottom ash media was able to reduce 70% of total suspended solids and more than 50% of iron, zinc, and lead from the synthetic run-off. A design guideline was developed which recommended a facility surface area to catchment area ratio of 0.007–0.015 for the effective treatment of 5, 7.5, and 10 mm design rainfall.</abstract><cop>Abingdon</cop><pub>Elsevier Inc</pub><doi>10.1080/19443994.2014.922307</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
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language | eng |
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source | Alma/SFX Local Collection |
subjects | Bottom ash Catchment areas Design application Filter media Nonpoint source Reactors Stormwater Stormwater treatment Total suspended solids |
title | Development of a stormwater treatment system using bottom ash as filter media |
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