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  • Faisal, Ayad A. H.Department of Environmental Engineering, College of Engineering, University of Baghdad, Baghdad, Iraq (författare)

A mathematical model for simulation the removal of cadmium and chromium from groundwater using scrap iron and aluminum as permeable reactive barrier

  • Artikel/kapitelEngelska2022

Förlag, utgivningsår, omfång ...

  • 2022
  • Desalination Publications,2022
  • electronicrdacarrier

Nummerbeteckningar

  • LIBRIS-ID:oai:DiVA.org:ltu-92552
  • https://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-92552URI
  • https://doi.org/10.5004/dwt.2022.28483DOI

Kompletterande språkuppgifter

  • Språk:engelska
  • Sammanfattning på:engelska

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Klassifikation

  • Ämneskategori:ref swepub-contenttype
  • Ämneskategori:art swepub-publicationtype

Anmärkningar

  • Validerad;2022;Nivå 2;2022-08-18 (hanlid);Funder: Taif University (grant no. TURSP-2020/49)
  • The present work is represented by the derivation of mathematical model and solving the model analytically using the method of separation of variables to describe the migration of the contaminant metal ions through a column packed with bed of permeable reactive barrier (PRB). The validity of the solution can be evaluated through the simulation of cadmium and chromium ions using scrap iron and/or aluminum by-products in the form of wastes that if not utilized to treat waste by waste can impose further burden over the ecosystem. Breakthrough curves proved that the increase of metal ions velocity will decrease the capturing of the ions; therefore, the distribu-tion coefficient and the retardation factor also decrease. Furthermore, the increase of barrier depth will increase the longevity of PRB because this will delay the migration of contaminant. A mathematical model has acceptable ability in the representation of experimental measurements with Nash-€“Sutcliff efficiency coefficients greater than 0.98. The longevity of the PRB was estimated for the field scale to be 210 and 250 d to produce contaminant effluent beyond 100 cm barrier matrix within the environmental permissible concentrations. Although groundwater velocity is highly variable, a proposed velocity of 0.25 cm/min which is assumed to be analogous to the groundwater velocity has revealed prolonged longevity of 7.02 y for the capture of chromium.

Ämnesord och genrebeteckningar

Biuppslag (personer, institutioner, konferenser, titlar ...)

  • Rashid, Hayder M.Department of Environmental Engineering, College of Engineering, University of Baghdad, Baghdad, Iraq (författare)
  • Sharma, GauravCollege of Materials Science and Engineering, Shenzhen Key Laboratory of Polymer Science and Technology, Guangdong Research Center for Interfacial Engineering of Functional Materials, Nanshan District Key Lab. for Biopolymers and Safety Evaluation, Shenzhen University, Shenzhen 518055, P.R. China; International Research Centre of Nanotechnology for Himalayan Sustainability (IRCNHS), Shoolini University, Solan 173212, Himachal Pradesh, India; School of Life and Allied Health Sciences, Glocal University, Saharanpur, India (författare)
  • Al-Ansari, Nadhir,1947-Luleå tekniska universitet,Geoteknologi(Swepub:ltu)nadhir (författare)
  • Saleh, B.Mechanical Engineering Department, College of Engineering, Taif University, P.O. Box: 11099, Taif 21944, Saudi Arabia (författare)
  • Department of Environmental Engineering, College of Engineering, University of Baghdad, Baghdad, IraqCollege of Materials Science and Engineering, Shenzhen Key Laboratory of Polymer Science and Technology, Guangdong Research Center for Interfacial Engineering of Functional Materials, Nanshan District Key Lab. for Biopolymers and Safety Evaluation, Shenzhen University, Shenzhen 518055, P.R. China; International Research Centre of Nanotechnology for Himalayan Sustainability (IRCNHS), Shoolini University, Solan 173212, Himachal Pradesh, India; School of Life and Allied Health Sciences, Glocal University, Saharanpur, India (creator_code:org_t)

Sammanhörande titlar

  • Ingår i:Desalination and Water Treatment: Desalination Publications259, s. 186-1961944-39941944-3986

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