Literature DB >> 35322361

Measurement of pore volume, connectivity and clogging of pervious concrete reactive barrier used to treat acid mine drainage.

Stephen O Ekolu1, Fitsum Solomon2, Frikkie de Beer3, Louisette Bitandi4, Rais N Kilula4, Khaya T Maseko4, Fatty G Mahlangu4.   

Abstract

It has recently been shown that pervious concrete is a promising, effective technology as a permeable reactive barrier system for treatment of acid mine drainage (AMD). However, pore clogging also occurs simultaneously during AMD treatment. In the present study, mixtures of pervious concrete were made and used in a column experiment during which pore clogging occurred in the samples. Pore volume, connectivity and other parameters of pervious concrete were evaluated using five (5) different methods comprising the volumetric method (VM), linear-traverse method (LTM), image analysis (IA), falling head permeability test and X-ray microcomputed tomography. It was found that pervious concrete effectively removed from AMD, about 90 to 99% of various heavy metals including Al, Fe, Zn, Mn and Mg. Cr concentration significantly increased in the treated effluent, owing to leaching from cementitious materials used in mixtures. The VM and LTM gave statistically similar pore volume results, while IA's values were 20 to 30% higher than those of the conventional methods. The falling head permeability test and IA were found to be effective in quantifying pore clogging effects. Pervious concrete exhibited high pore connectivity of 95.0 to 99.7%, which underlies its efficacious hydraulic conductivity.
© 2022. The Author(s), under exclusive licence to Springer-Verlag GmbH Germany, part of Springer Nature.

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Keywords:  Clogging; Connectivity; Image analysis; Permeability; Pervious concrete; Pore volume; X-ray microcomputed tomography

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Year:  2022        PMID: 35322361     DOI: 10.1007/s11356-022-18850-7

Source DB:  PubMed          Journal:  Environ Sci Pollut Res Int        ISSN: 0944-1344            Impact factor:   5.190


  1 in total

1.  Comparison between sand and clay clogging mechanisms of pervious concrete pavement.

Authors:  Yunkang Rao; Haiying Fu; Tao Yang; Huailin Chen; Zhe Zhang; Haojiang Ding
Journal:  Sci Rep       Date:  2022-06-03       Impact factor: 4.996

  1 in total

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